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Home My WebLink About2006-P10221 - new septic system PERMIT CIT�Y��OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: p10221 Crystal Bay, Minnesota 55323 Permit Type: Se tic (952) 249-4600 p Date Issued: 8/17/2006 SITE ADDRESS: 510 Deborah Dr Unit# Maple Plain,MN 55359 PID: 31-118-23-23-0006 DESCRIPTION: Proposed Use: Residential Permit Class: General Se hc Permit Sub-type(s): New Septic System Permit Type: P DETAILS: Approved per resolution#: y Separate permits required: NOTICES/REMARKS: Tanks will be checked for watertightness&baffles at time of inspection FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Pamode Bros OWNER: Christopher&Patricia Welty 23200 109th Ave 510 Deborah Dr Rogers,MN 55374 Maple Plain,MN 55359 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. -�- �I � C/�'t�t�- APPLICANT PERM[TEE SIGNATURE IS ED BY SIGNATURE Copies: l-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, l-Septic) Page 1 � ' a I�°� ��oaa � � �-�s-o� ,�/oo SO CITY OF ORONO SEPTIC SYSTEM PERNI�T APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS SlO J/�-{ I�d�� (', Occupancy Type: Residential�_ Commercia( Other Pei•mit Type: New or Replacement System $100.00 _ Repair Existing System $ 50.00 (T1nks o�•Drainfieid) �0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees O�vnei's Name: C� ��S V"�YL � Phone Number: �S� - �73 -- /U0� Nlailing Addi•ess: S/d o►2 i _City: C��'�^- J ZIF1: Conti•actor's Name: ,�l N�J�' �2�S Phone umber: ��3- `f 2 �' - 73`1 3 Mailing Address: �32�� i o �l '� v:� City: ;�v(�-�'�S Zip: SS`� 76 x** DO NOT IVIA� PAYIVI�N�'Zi�'�TH T�i[S APt''�ii�vTI�N*** GENERA.L INSTKUCTIONS l. Applications for septic system permits may be mailed or submitted in person at the Ciry 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 Minnesota Pollution Control Ajency(MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system desijn. 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 followin� 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 roujh up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution pipin� installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required) components are iunctional and compiy with codes. �. Individual holdinQ�IPCAInstallers License sh�11 be present durin�all inspections. :'�2?�-3�os�u• �otic� as a�equi►•ed for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installinQ the followin�: �S A. Tanks: �recast Concrete Other Manufacturer L'�u�C, Tank Capacities: 1) ��x�s(, ti�al. 2) �`�c��;,�.G�al 3) ��v �al (� r�o B. Pump Station (if required) _ Pump make& model ��L'� S (attach pump curve& literature); system desijn requires �f v gpm at �`'s ' feet of head. High water alarm make & model �N-��R sc��-,.�i��' . Outside electrical work to be completed by installer��electrician other. C. Treatment System: Trenches: s.£ � Mound Depth of rock below pipe " Rock bed dimensions �� ' x �Z' Drop Boxes Sand bed dimensions � O ' x 4Z ' Distribuiion Box Pressure Dist. Pipe Diam. i• S " Manifold Pipe Diam. � � o " 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 installation permit, a�rees to do all work in strict accordance with ordinances of the City and the rejulations of the State of Nlinnesota,and certifies that all stateme s made on this application are complete,true and correct. SignatureofApplicant �- Date: � l� 4 � MPCA License No. `� �js ��f�,,ti I�S L..� , � 1 �P C �1 P C" iL�� J� ��—cT�"�jl.,ti1 C SS J��. c� 1"3,��G(c'S �' �"!/L��' -------------------------------------------------------------------------------------------------------------------------- c�� S��cefi,�-�, Staf',f Revie�v: App�ova� Denial Reviewer: D�te• �'— �� `v�P �e�soa� for �enia�: � �7�P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 FAX (763)-497-5011 State License#394 May 19, 2006 Chris Welty `,��t� ��• lUc�;� — 1�I0�(.¢. 510 Deborah Dr. , S��' • rJ--�JI - �e,ll� Orono, Henn. Co., MN This site has an existing on-site sewage treatment system that has been classified as non-compliant by others. This on-site sewage treatment system is designed for a Type 1, five bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are a clay loam. The seasonally saturated soils were located at 24" to 28" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the rock must be Iocated at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate of 15.0 mpi. The existing tanks may be used if ineet size requirement by the City of Orono & are water tight. If the tanks cannot be used, installed 2-1250 gallon septic tanks. An effluent screen is required by the City at the outlet of the 2nd tank. A pumping chamber will need to be instaHed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. 1 The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 100' from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid &the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Recommend Iron filters be diverted out of the system. Recommend to divert the water softner also if the iron filter is diverted. Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners used every shower & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. Recommend laundering be limited to 3 to 4 loads per day. ,-, _ �-� i:� " _ ^� ,� , , �`�� L � `" < <- -- -�-.___�__.____. Steven B. Schirmers 2 , MOUND DESIGTV WORK SHEET(For Flows u to 1200 d) A. Average Design FLOW A-i: Estimated Sewage Flows in Gallons per Day num er o EstimateCl `� C� gpd (see figure A-1) bedrooms Class I Closs II Class III Class IV or measured — x 1.5 (safety factor) _ — gpd 2 300 225 �8o bo% 3 450 300 218 ofthe B. SEPTIC TANK Ca acit 4 �0 375 256 values p �' S 750 �150 294 in the ��c�s�t�r-�v -f�-r��-s vn� w�_ ��,f�,�; �f w� �t"iu�a-5. ��a�T w v�-s{-�_ -s��.��a-�s- �+�5-�r��. a.-i�S��,.,��-q-. 6 900 525 332 Class I, �-1 ��"� /-1��7 gallons (see fZgL{Ye C-1� L��m``n' � 1050 600 370 II, or III 8 1200 675 408 columns. C. SOILS (refer to site evaluation) C-1: Se ticTankCa acities(in allons Number of Minimum Liquid Liquid capacity with w��disposal& 1. Depth to restricting layer = a.u�a,� U a.3 feet Bedrooms Capacity garbage disposal ��ft inside 2. Depth of percolation tests = 1.0 feet 2orless �So ��z5 3. Texture��,�A�( l.��1 3or4 �� 15� �soo 5 or 6 1500 2250 20� Percolation rate 1 5.O mPl 7,8 or 9 2000 gppp 3000 4. Soil loading rate .�.S gpd/sqft (see figure D-33) 5. Percent land slope � % 1��• �'-.J1"D'��- �f-�fV1�� -l9G' .�'1.V '�C7JJ P � uSL. -.. �„�c� __ V L.n /o .��, D. ROCK LAYER DIMENSIONS 1. Multiply average design flow (A) by 0.83 to obtain required rock layer area. �So gpd x 0.83 sqft/gpd = (�a,�, sqft-� 2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate (LLR o.s3 Sqft��a X _ �a gpd/sqft = lo ft Mound LLR 3. Length of rock layer = area = width = �_ sqft (Dl) = /o ft (D2) _ ��ft < 1 �0 M�I < � 2 E. ROCK VOLUME � 1 �O M PI G � l. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock ��,�� sqft x 1 ft = t��, cuft 2. Divide cuft by 27 cuft/cuyd to get cubic yards ��-- cuft = 27 cuyd/cuft = a-3 cuyd 3. Multiply cubic yards by 1.4 to get weight of rock in tons �� cuyd x 1.4 ton/cuyd = 3 a tons D-33: Absorption Wid[h Siaing Table F. SEWAGE ABSORPTION WIDTH PercolationRate LoadingRate in Minutcs per Soil Tex�ure Gallons Absorption Inch per day per Ralio Mp� s uare foot Fester than 5 Coarse Sand l,yp �.pp Medium Sand Absorption width equals absorption ratio (See Figure D-33) �-oamySend ine S nd times rock layer width (D2) 16to30 �o�,,, o.�o Z,o� l 31 to 45 Silt L.oem 0.50 2.40 d�'�� X �V 1 t = ��. / f t 46 to 60 Sandy Qay Lo OAS 2.67 Silty Clay Loam 61 to 120 Silty Clay 024 S.pp Sandy Clay Ch� Slowerthan 120• •Sysicm designed(or Wese soils rtmst be oWer or pedomwnce G, MC�UND SLOPE WIDTH & LENGTH Landslope > 1% slope � (landslope greater than 1%) v d o�e�� 1. Downslope absorption width = absorption width (F) � ° �� o a o minus rock layer width (D2) ' °� °p�a��g� P ! s•Ta 5oa (� ( ��,� i . CleanSand!•�7ft ��i �� / 1 l - { � ft = �_ft eparat on��2�'} ft � � �� Reslri<ling Layer Upslope Wideh(G2d) Rock W' lh(D2) ��'nslope Wid�h(G2i) 2. Calculate mound size q " __ _��'_f� �� H UPSLOPE a. Depth of clean sand fill at upslope edge of Absoryljq�Widflh�Sand(F� rock layer = 3 ft minus the distance to restricting layer (C1) `� 3ft- a �-r- ft = .D ft b. Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE layer = depth of clean sand for separation (G2a) L�,a UPSLOPE DOWNSLOPE at u slo e ed e lus de th of rock layer (1 ft) s,o�e mullipliers forvarious �,�,��pliers forvarious p p g p p �� slope ratios slope ratios plus depth of cover (1 ft) 3:] 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:] 6:1 7:1 � � ft + 1ft + lft = � . P ft 0 3.0 9.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 c. Upslope berm multiplier based on land slope 1 Z•91 3.85 4.76 5.66 6.59 7.41 3.09 4.17 5.26 6.38 7.53 .� �Z (see figure D-34) 2 Z•83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 . d. Upslope width = berm multiplier (G2c) times 3 Z•�5 3.57 9.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.66 9 2.68 3.45 4.17 9.89 5.46 6.06 3.91 4.76 6.25 7.89 9.72 upslope mound height (G2b): 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 3�t`z. x 3 ft = �_ ft 6 2.54 3.23 3.85 4.41 9.93 5.91 3.66 5.26 7.14 9.38 12.07 D04VNSLOPE 7 2.48 .12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 e. Drop in elevation = rock layer width (D2) times 8 Z.g2 3.03 3.57 4.05 9.49 4.88 3.95 5.88 8.33 11.54 ]5.91 percent landslope (C5) = 100 . 9 2.36 2.99 3.45 3.90 4.30 9.65 4.11 6.25 9.09 ]3.04 ]8.92 �� ft X �_%_T 1�� _ !�_lt ]0 2.31 2.86 3.33 3.75 9.12 4.99 4.29 6.67 ]0.00 ]5.00 23.33 f. Downslope mound height = depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 9.48 7.14 ]l.l] ]7.65 30.93 sand for slope difference (G2e) at downslope � Z•Zl 2.70 3.12 3.99 3.80 4.08 4.69 7.69 12.50 21.93 93.75 rock edge plus the mound height at the upslope edge of rock layer (G2b) ,� ft + �') ft = �. ft g. Downslope berm multiplier based on percent land slop S�S�- (see figure D-34) ' �� - h. Downslope width = downslope multiplier � �'�� Upslope Wii th(G4d) (G2g) times downslope mound height (G2� �o �'•�G"� X �-��•�� ft = a I 1 t ' Rock Bed m Upslo e Width(G2d) � Upslope Width(G2d) � �.�ft Width(D2) �� _ft i. Select the greater of G1 and G2h as the � LengUi(D3) �� downslope width: a ) ft � ` Downslope Width(G2i) a► f, j. Total mound width is the sum of upslope � AbsorP[ion Width(F) 17 width (G2d) width plus rock layer width �-' (D2) plus downslope width (G2i) Total Leng[h(G2k) 10`� f� �_ ft + �o ft + �_ft = �_ft k. Total mound length is the sum of upslope width (G2d) plus rock layer length (D3) plus upslope width (G2d) �ft + t�� ft + �_ ft = � feet a� a- (��, -�- a, M �o� Final Dimensions: ��o� x _ 9a'��- I hereby certify that I have ompleted this work in accordance with applicable ordinances, rules and laws. G��.=._.�� l ..x- _�_.,__.�.,_� � - -- - (signature) �`�7'-} (license#) S-�� Ot.► (date) PRESSURE DISTRYB.UTION SYSTEM Geotextile fabric , .. 'c';a::n;�r.0''�b'c�o••,�: a•:b�.. 1. Select number of erforated laterals �'��'��_�`'��'°�'x�;J�a`.ia��°r�.;�.�y a�p�.�:�:�,:a'{;�:�,`o`,:��: P � �: . • �<.. . . �.. �.. . ;� ;� - arter inch erforaHons s aced�3' ��`��"':��''�` . .1 .. ._..,,�.•.'�.V. �.tti:..� ' i�".'��t?"r,:?le.�'�,�r4,/;h,�'d'��d:.a:.� G' 'd+:'t',�,.,�%.., .�Fqj��y�.t�o:o-�oi}�.. 2. Select perforation spacing= 3.O �,H•c�;��,��,F:�.,s;,��f�.�,,:.a>.�s�;��. .;�,,<<�.°�.°�:��,r::�.r;.n:,;�o��r��.� feet. �,:�n..h.tyR.c,,:,;,c�.�:,!�Gxu:.�l).:�%.a;�� } �"�.,lb�'s�r,�Q' a s.a - �LU �7 ��..' U:.�b y:o"�o la�:fi�� . `o '� {�;.�.�� n... f p�o,-�'G�,�°C�� . Ti� t2:C.l':�J. .n: 4�., .r C�' c•-•� nq�..o'Cu � o�:.:i.i�a o•�?G:l?�`CFI�1 .�ita. i�.'3r/.,.yn;o;�::i7•r;, fj�'P{�t? . . ;C��t.5'r;c�.: Perf Sizing 7/32"-1/4" 3. Since perforations should not be placed closer than 1 ft. to Perf Spacing 1.5�-5� the edge of the rock layer (see diagram),subtract 2 ft. from the rock layer length. Pertoratlon Dtscharges In gpm �'2'" -2 ft• _ �� feet. perforatlbn dlameter oc ayer �,g (nches • � head � � (feet) 1/8* 3/16 7/32 1/4 4. Determine the number of spaces between perforations. �,pa 0.18 0.42 0.56 .74 Divide the length above by perforation spacing and round � down to nearest whole number. 2•�b 0.26 0.59 0.80 1.04 . 5.0 0.41 0.94 1.26 1.65 Length perf. spacing= (ov ft, �- � �{, _ `v�?� Sp1Ces aus�t.ofoottors�n9�e-famuynomes. • � �3� �2� b Use 2.0 feet for anything else. 5. Number of perforations is equal to one plus.the number of ' Potentlalforplugglne perforation spaces . _ �, c�-O spaces + 1 - � 1 erforations/latezal M�i�number of quazter inch perEorarions pe P lateral to guamantee<10%discharge variaHon Perforation 6. Multiply perforations per lateral by number of laterals to � Sgfe�g 1% 1� 2 get total number of.perforations. 2 � . 2.5 14 18 28 p—��-�—�_ .1�� perforations: 3.0 13 17 26 ater X ers ater �.� �� 16 25 Calculate the square footage per perforation (6-10 sqft/perfl 4.0 11 15 23 System area: /c� x t�z = �,.z.o � 5.Q 1 Q 14 22 ca t� _ (�3 = �- � sqfdperf area er ora ons M4NIfp(,D�LOCqTEO AT ENp pf pRESS1RE 015TpIBV710N SYSiEM 7. Determine required flow rate by multiplying, � number of perforations by.flow per perforation " ,�„�„ r „� � ��!�QIXl. .�� X SP� pe1 _�gpm �/ �'�.,r�� ,,,,,v yR�l�p�.�.J� 8. If laterals are connected to header pipe as shown on upper ��""d example, to select minimum required lateral diameter;enter table with per.foration spacing and number of perforations UYOUT OF rEpI0R4TED/IPE IATENILS Nfl per lateral. SeleCt minim �E��+E o�s*fl�B�*��„ W MOUNO um diameter for _/—ILIRM�IID RA�iK I?[ perforated lateral = `- � inches. � . �2rtaca{iu�row�Qj�w„. �� . � vlEw �WY K� ry ^�[I�lP'MfM'v 9. If perforated lateral system is attached to manifold pipe near .��,o..,; .,.,�a �"`�. b . .,..��. ti,. the center,lower diagram,perforated lateral length and - number of perforations per lateral will be approxirriately one ,��, ,o, `��'�j�°"""�' half of that in step 8. Using these values,select minimum �,�^`"`"�� diameter for perforated lateral= I`�z�n��"inches. �u"""`�� . PUMP SELECTION PROCEDURE 1. Determine pump capacity: A. Gravity distribution 1. Minimum required discharge is 10 gpm 2. Maximum suggested discharge is 45 gpm. For other estaUlishments at least 10%greater than the water supply rate, but no faster than the rate at which effluent will flow out of the distribution device. B. 1'ressure distribution See pressure distribution work sheet From A or � Selected pump capacity: �_ gpm 2. Deterrr►ine pump head requirements: A. Elevation difference between pLunp and point of discharge? soil treatment system 1� feet &point of discharge . . QiOQ°D�°:�e:. / / B. Special head requirement? (See Figure at right - Special Head Requirements) total pipe length 5 feet � 2A,elevation inlet ;r;...;,;,.;.,,<.;.; . C. Calculate Friction loss -- difference P�Pe :�. . ��. ------- -- -= 1. Select pipe diameter a.c� in ` ,. `� � � I , ----------------------------- ------ 2. Enter Figure E-9 with gpm (lA or B) and pipe diameter (C1). Read friction loss uz feet per 100 feet from Figure E-9 Special Head Requirements Friction Loss = �•� ft/100ft of pipe Gravity Distribution 0 ft 3. Detei-mine total pipe length froin pump discharge to soil treatment Pressure Distribution 5 ft discharge point. Estimate by adding 25 percent to pipe length for fitting loss. Total pipe length tirnes 1.25 = equivalent pipe ler�gth E-9: friction Loss in Plostic Pipe 1'�Q feet x 1.25 = a o� feet Per 100 feet 4. Calculate total,friction loss by multiplying friction loss (C2) nominol in ft/100 ft by the equivalent pipe length (C3) and divide by 100. pipe diameter _ �.(o ft/100ft x ��-� =100 - 7 ft tlow rate 1.5" 2" 3" - pm D. Total head required is the sum of elevation difference (A),special 2� 2.47 OJ3 0.11 head requirements (B), and total friction loss (C4) 25 3.73 1.11 0.16 / �ft+ 5` ft+ 7 ft= 30 5.23 1.55 0.23 35 6.96 2.06 0.30 T�$al �e�C�: a� fe�� 40 8.91 2.64 0.39 3. Pump �electioy� a5 11.07 3.28 o.aa 50 13.46 3.99 0.58 55 4.76 0.70 A pump must be selected to deliver at least�gpm 60 5.60 0.82 (1A or B) with at least a`� feet of total head (2D) 65 6.48 0.95 70 7.44 1.09 I hereby certify that I have co pleted this work in accordance with applicable ordinances, rules and laws. �'� �. � � � �' `�w------ (signature) 3�l (license#) ��0�0---C?�j (date) � �7-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St_ Michael, MN 55376 • (763) 497-3566 FAX • (763) 497-5011 State License#394 LOGS OF SOIL BO�L� Chris Welty 510 Deborah Drive Orono, Henn. Co., MN Borings completed on 5-8-06, with a hand bucket auger. BORING NUMBER 1- EIev.92.0 - MOTTLED SOIL AT 28" - standing water present in boring at 24", 24 hours after the boring. 0 - 16" Topsoil very dark brown loam 10YR 3/1 16" - 22" Dark brown loam 10YR 4/1 22" - 28" Brown clay loam 10YR 4/3 28" - 36" Rusty brown clay loam 10YR 5/3 -mottles 10YR 7/1,6/8 36" - 42" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8 42" - 48" Rusty pale brown loam 10YR 6/3 -mottles 10YR 7/1,6/8 BORING NUMBER 2- Elev.93.3 - MOTTLED SOIL AT 26" - standing water present in the boring at 14", 24 hours after the boring. 0 - 16" Topsoil very dark gray loam 2.5Y 4/1 16" - 26" Dark gray clay loam 2.5Y 4/2 26" - 38" Rusty dark gray clay loam 2.5Y 4/2 - mottles 10YR 6/8 38" - 48" Rusty gray brown clay loam 2.5Y 5/2 - mottles 10YR 7/1,6/8 BORING NUMBER 3- Elev.95.2 - MOTTLED SOIL AT 24" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 14" Brown clay laam 10YR 4/3 14" - 24" Yellowish brown clay loam 10YR 5/4 24" - 30" Rusty yellowish brown clay loam 10YR 5/6 -mottles 10YR 7/1,6/8 30" - 36" Rusty pale brown clay Ioam 10YR 6/3 -mottles 10YR 7/1,6/8 �ERTI�ICATION N0.627 STATE LICENSE N0.394 PERC4LATION �'EST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 5-9-06 starting at 10:43am. Test hole location Weltv�510 Deborah Dr, Orono Test hole number 1. Date test hole was prepared 5_g_06• Depth of hole bottom�inches. Diameter of hole�inches. SOLL DATt�, FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of uutial water filling �-8-06T10:00am. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sitphon. Ma3cimum water depth above hole bottom during test is�inches. -- - -__— _ ----- ---- --_ - --- --- Measurement, Drop in water level, Percolation rate, _ _ Time Time interval,min inches inches minutes er inch Remarks 10:33 �refill 6 10:43 11:13 6 3-1/2 8.6 30 min _ 11:16 11:46 6 3-1/2 8.6 30 min 11:47 12:17 6 3-1/2 8.6 30 min Percolation rate =$,�minutes per inch. eERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 5-9-06 starting at_�0:44am. Test hole location Welty, 510 Deborah Dr, Orono Test hole number�. Date test hole was prepared 5_8_06• Depth of hole bottom�inches. Diameter of hole�inches. SOIL DATA FROM TEST HO,�F DEPTH,INCHES SOIL TEXTURE 0 - 12" _ _ Topsoil very dark�ray loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 5-8-06, 10•OOam. Depth of initial water filling is 12 iuche�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon. Maximum water depth above hole bottom during test is�inches. , --- -- ----__----------- --____ . __ --- -------- — --------- Measurement, Drop in water level, Percolation rate, Time Time inte►val,min _ __ inches __ _ __inches _ minutes per inch Remarks 10:33 prefill 6 ___ 10:44 __ __11:14_____ __ 6 _ _ 2 15 30 min __ _ 11_15 ___ 11_45 ___ _ 6 __ __ ___2 15 30 min _____11:48 ___ __12:18 __ 6 2 15 30 min Percolation rate=1�,Qxninutes per inch. ,2 ,-- --- _ �.� ._ -�_____ v� -- --- ��ti�� - R . �_. / . � I .� ��'�� T � �, a ,_, .Yn0„�� yVr'f 9 a�s �'1 . , \ . �... � Y o� . A ,. . , i:��^.� .�. .� � r _^ ".. �JC�S' -.. 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', � \� 1 .� \, , , ., �� r��5�i[v-ll� . �� ii � � �� Check� aIl underground u�ilities � t �' F'F�CPERIY OF:L�"�S � f� Y � ��_ a�.� N��_v__�_�3��-� , , � _;_ �—� � o� -�1� .�e��s�c� -��u�-�m�, 510 ��r��► �._'�--- ��>`� 5�� ✓�¢�k. 1��2�� _ 1��.�� o- s-/P_rEsr�i,v�c�� . - - Oesigned Sy: %��-C9�� -' '- __1. � Do'e=.,�/�O1�1- Pt-t 763-497-3565 0� -- ` �� g� '�'.1 SS + JO�X �o�, FbGI�- R�p �O r, .." — �.' � � � n r � . - . ',�� a) . � � .. , �� ' . , . . � a .�o o�_S K 3.� �l' � - ��`i t.-. �_� r 3,o F�`��,� � /.o SA�-�i� �-a�,� Q�As� V��ul `?�o SET- BACKS � � _ 9 � .I. !o' _�� HOUSE Sysiem must be� � ?� � Tonk��a' from �xoperty Gc�es - >C - ��1��c„�1 �c�'t�S�L. w�o-� �v�-L >,��-� ' S2 from wglls � w t��= -�1`� � f rom bdqs. ' � Treotmec�t orea =�frorn bkes,�streqrm .: 'freatr�N orea �.��from property 6nes � ��°Paiarer suppy ond sv,�es m�st be �.ocid n�hde M�,�:�Nn�.�S�r • /oo'from we��'�" wenit� proof endosure outside ifie pu�i►Pin9� j BE1GL'FlLL q.�r+�in � • � trom bldgs. j � r, 1�2'irorn trees t� . .� SOIL� 60RII`'C� :EI.EVAl101VS • t � . � . mir� TH�I �L..-,�3:�� r� - � % 1 17.`2�:�+�..� . ti...: �� ' gf0�_� TonK Tonk � _ ��_� - TF4."3 EL::.�c�� Dr+oa o Tank ` ~ P� MOIJIVD SYSTEM . � t�-��:�t.,,, , ; TH;4 EL: 1 ��:,�,:., � �,��.>S_�,. ., ��. :.;4,�� . . . �M'�.t"10 e� '�p� . TH:"5 El:- tJbx,l"lo4� �" ��4 -��s � sl��A�oc�J Chornber , ,- _ ; Q�1tA71QY ot PR�OSED PLaJ1PV�fG , � •• " . -,. �. Ct-Gal�tBER ��.� P� _�_, � ,�... � <�,._� .�4 fo 6 db.p ��,-�_.a-t_G�s��ST�sa�.�.� sS� t� ��4_.��,� SXSTEM DESIGN -MOl1ND . `� " ✓' a�� S.S ,�U4 t3c�.2 'TYpE-�;�B�F�OOM , Aueroge percobof�n rote L•�rrinlnch(des�.83s4fl lceotrnerd crea perc}d,of da�,1y sewa�.Aax) ; �9��Y x.83sqfl��sq.ft of heofiner�t cuea+t0%�= �' sq.fi. (»IOftv�= �Z ffi.fength of bed oreo�side sbpe run.�b t x�he�gtt= `�� ftx �a�it{�uh area t�eededY Ac7�, qeon rodc needed- �a�sq,ft breotm�t orea x �•� � dep�cf rodc=�.�?c�.ft=2�=�atyd�(3/��90 21t�da..,ic�dudes 2'�of rodc obove p'�pe) t��. st��.s.� �� J,�-}�,�J� �-�-ti.�o (�an sc��iq�b��k �eedai ! J`a�Yd,- a�ox, , sondY barn bodc��' a�yds;app�,�, togso� 5„ Co`� �,��LoMM��cs.�Q.}}ST.SZ�.�4.ho -Co -{o�oe� � � 9S� ��.�s �-�c�s-s�.s�� . � :� �o t�.f�._�_:�'�f1N.�-) Number of taifcs rec�ared a , Ist�k l�ca v g�,��!�}� ��, Pus s P�-1 r+�Qti N v �-t�i�-1m-p��g-- - - Pu�ing ch�nber copocity-25'/0�of �y se�,age fbw of.� D gol_= 1��q�+reserve s�coc,�of �l 5 Oya�/B � v gol t p',pe�c�e— of•�gd./IOO6n:R of��d�n.suppy pipe, i"in.ft needed ��'-% , �"' � ■ �'r20PERTY 0�=: G 1�.�� ,l'� l,'�'� ` gc�.+moridad.Lgoi./�oornft of� dq.p'ipe,rnftneeded2�.�.--go1- 5!o ��'��A,�� h-��1� totol C4pocity n� `��`t gol(phis orea for P�P) �s�rn�,n. a�r.� �,�.ca f. � ��c`�t 1 Q �M�.1 . I.k�1�. �J� - Distnbution ppe '. -�d,a., �nft� 1'y ��a perforat�ons ` �aport - � Pump s¢e '��--hP• �P�Pable copocity a,a got.4 cydes/doy) t�sEo �'� � t-��.iao P��s � o��.�iN�'� q a 1 1 �,,,.n S-P TESTING /NC. � . Nole: When cor�s1rucling bed — , this orea shoub be shoped Note= Distonce irorn ►reotm�t ored b ne�ghbo�inq wetts-- ��-�� -- to drvert run-otf from enter lreotment orea, y,g�� -��Ag„� �c�;�� Designed 9y=� : � j . � . � � Dot e�.�/�"'/� , PN. 6t2=497-3566 DATE TIME � CITY OF ORONO CALLED IN INSPECTION OT CE SCHEDULED �7 PERMIT NO. � I�2�-� COMPLETED �.�.��U� f-�d ADDRESS S IC� L7�Z �3c3�A ��t �D � =✓� OWNER Cs�[:rrNol'��QIl�'(-K�' CONTR. ��' N�7� �('o� • TELEPHONE N0. � DESCRIPTION �� ? � �� C � ^ S 7� r' � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIL�ING Q 02 FRAMING 13 MECHANICAL FINA 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BUR R/FIR CE � 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOO UP �`� 7 SITE INSPECTION Q 05 FINAL 14 SEWER HOO -UPJ��,� `� � 06 PROGRESS � 07 DEMO-SITE �PTIC MAI . v)( �7� 21 COMPLAINT � 07 DEMO-FINAL C INSTA L. �'��° 22 FOLLOW-UP = 09 PLUMBING RI � �,.<�" 3 SE IC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL`' 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �A� �� /� S�� I :��f t� �r� 11��) ,�� v ,v�,ja � �� K 0 � �x � -�d�r� 5 ��1 n �<.� �Dv �.�� — � [.J � ��l�-, �H T .�� l �'�F�� s � � Q z 1 c��S (��[�� .�c� �- C`�-�cr� �� f—. � ' 2 �� (f�-�+ 1S � � �T�A C- �-a C�� Q� � ,/C�C� r /''�U� a W� ORK SATISFACTORY:PROCEED ROJECT COMPLETE W ❑ CORRECT WORK&PROCEED r I UE CERTIFICATE OF OCCUPANCY 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. L pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. \ Ca11 tor the next inspection 24 hours in advance. (J52� 249-4600 OwnerlContractor on site: Inspector. �� -�S b • � �l �� White Copylinspector's File Canary CopylSite Notice