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Home My WebLink Aboutseptic info ��? � - s O O ''. � � C ITY of ORONa► � �� Municipal Offices Street Address: Mailing Address: ��9 4�'�G 2750 Kelley Parkway P.O. Boz 66 kE3H� Orono, MN 55356 Crystal Bay, MN 55323-0066 To: The Current Owner of Address �� S �G' x City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a periodic basis. The onsite sewage treatment system at the above address has been inspected and the followin� is known about the system. A sketch of the known components of the system is available for most properties at the Orono City Hall. Imminent Public Health Threat Yes �No If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10 days of recei�t of this notice. The septic system must be brought into compliance within 90 days. Failure to do so will result in referral to the City Attorney for legal action. System Identi as Non-Compliant Yes No If yes, system must be brou�ht into compliance by: December 31, 2007 December 31, 2010 Other Septic Tank(s) Pump out Needed Yes No � The City recominends the septic tank(s) andfor lift tanl:be serviced and pumped out eve.ry three years. City records indicate the tank(s) were last pumped out on �- � -�,�"� . The tank(s) should be cleaned through the manhole and not tYuough the inspection pipes, this allows for proper cleaning. Comments: ��,�.�.� ��1� C�.- Inspector: Date of Inspection / � � '1ele�hone(9�2)249-4600 � F'ax (952)249-461� wwsr�.ci.orono.mn.us �/� //�\ � � ,�:,��0 O ... , ,� CI�Y of ORONO Yii. '' r� '. T �'`�' � ,; �), ;,; t� '�i � Municipal Offices � � �� '� G „ Street Address: �l Sa.-a'-f�l-�6 o O .� � :Cy , � Mailing Address: `9�fEgg04' 2750 Kelley Parkway P.O. Box 66 - Orono, MN 55356 Crystal Bay, MN 55323-0066 � 69�� To Current Owner: Address: � FQX � - City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONF'ORMITY (1-3): � 1 "CODE SYSTEM" An LSTS which meets all the location,design and construction standards of the current Orono Municipal Code. Z "COMPLIANT SYSTEM" An ISTS which does not meet ail the location,design and construction standards of the current Orono Municipal Code but does meet the three foot sepazation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or an imminent threat to public health or safety. ( 3 1"NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-yeaz flood plain,any ISTS which may �•J or may not meet all the location,design,or construction stanchrds of the current Orono Municipal Code and which is failing for any reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the luniting soil characteristics. TANK CONDITION(5-7): � Tanl:inspection indicates: �Pumpout not needed at this time. 6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years. Tank was last pumped �U - �5 '�S ). Make sure septic tanks are pumped through manhole and not through white inspection pipes. This allows for the proper cleaning. Keep water softner and iron filter dischar�e out of septic svstem to prolong life of drainfield. Ask pumper to test alarm float to verifv alarm is still working in your house. The alarm warns owner that septage is about to backup into basement. 7 Inspection risers missing-tanks could not be inspected. Inspection risers(4" dia.pipe)must be installed in each tank. If tanks have not been pumped out within the last three years,they should be pumped out now. DRAINFIELD CONDITION(8-10): � � Drainfield is dry,no surfacing evident. 9 Some evidence of surfacing,not critical yet. 10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately.Repairs must be completed within 90 days. COMMENTS: �Cr:.^�,e1U �S 6�U�- Co��A �;�,��- �- r-.�S�- �c �e�t}�,ccr� �;� \a.-3�— �-oio , � —�\� 0`i " Y,.�q�,� � Date of Inspection Matt Bolterman - Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under current conditions based on the available information. � o� _ o :�, o ��`�� CITY of �R4N0 4 �•�j ��1��.t��, I�'t ,� y' �-: �.�` •�,Fy MunIcipal - - � r ,�,��j_,".,(� - Offices r._ ��.`'-#a�� G � Street Add�ess: � �}�.r►i� g,'`Y MaillnQ Adaress; � - �E'S�ID 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-006b . 95d-�4q-y600 To Current Owner: Address: �6 q 5 �oX S�'_ . City Ordinance 199 requires that each existin�on-site sewa�e treatment system in Orono be inspected every two years. The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY [1-3): 3 1 "CODE SYSTEM"An ISTS which meets all the locadon,daign and construcdon standards of the current Orono Municipaf Code. 2 "COMPLIANT SYSTEM" An ISTS which doa not mect all the location,design and eonsUvction standards of the cumnt Orono Municipal Code but does mcet the three foot separation requirement or two foot nqu'uement for rystems installed 1996 or earlier,and which is not failing oe an Imm3nent threat to public health or safety. � "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a duignated 100-year fload plain,any ISTS which may �J or may not meet a11 the location,desi�,ar eonstrucdon standards of t}u current Orono Municipal Code and which is failing for any rcason;and any ISTS with less than three feet of unsaturated soil or sand behveen the distribution device and thc limitina soil characteristiu. TANK CONDITION(5-:71: � Tank inspection indicates: � . SO Pumpout not needed at this time. 6 Septic tanks must be pumQed out this year (city code requires tanks to be pumped out once every 3 yean. Tank was last pumped `-1-5 ro� l. Make sure septic tanks are numped through manhole and not through white inspection pipes. This allo��s for the prouer cleaning. 7 Inspection risers missin�tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. DRAINFIELD CONDITION -lQ : b 8 Dninfield is dry,no surfacino evident. Some evidence of surfacing,not critical yet. � 10 Drainfield'u saturated and visibly dischazging un�eated effluent to the surface. Contact the City Inspector � immediately.Repairs must be completed within 90 days. CO�NTS: S-IS�M �S �o�- coMp�:��fi a�a r�s�- b� �epl�c��d by �z-3r-zo�� - 4��-A Se�'�-C, fiA�l�S neZCfi ,�v�.r�.�r, ,, �S ��'—D� �� Date of Inspection Matt Bolterman— Sepcic System Inspector Note: in the event that this inspection rcport is used to satisfy the requirement�for a mortgagc or other transferofproperty,be advised that this rcport dou notguarantce or certify that an eristing system will continue w tunction properiy,but is merely an opinion of the adequary of the system under current condidons based on the available information. %�� 'O �� \� � � � �\\ 0 0 , ,.j .,., � CITY of ORONO ,� , � _ � � � �ti ,; M�;�,� ot�� ,� � �'��G " Street Address: MailinQ Address: �`;�$�,+ggOg'�� 2150 Kelley Parkway P.O. Box 66 � ---=� Orono, MN 55356 Crystal Bay, MN 55323-0066 May 16, 2000 Richard Carthcart 1695 Fox Street Wayzata, Mn 55391 Dear Mr. Carthcart An inspection of your septic system was conducted on May 5, 2000. A summary of the inspection is below. Septic Tank Condition 1. Pumpout not needed at this dme. The septic system is non-compliant due to a lack of a three foot separation distance beriveen the bottom of the drainfield to the seasonally high watertable. The three foot requirement is a State Code, not a City Code. A soil boring was conducted to determine the depth of the seasonally watertable. The septic system must be replaced no later than December 31,2010. Enclosed is a list of state licensed septic contractors who work in Orono on a regular basis. Also enclosed is a fact sheet explainin� how a septic system functions properly. Finally, an as-built drawing is enclosed that shows the approximate location of the septic system. If you have any questions regazding this report, please contact me at the City Offices at 249-4600. R ectfull , � hris Pence On-Site Systems Manager Enclosures In the event this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does no guarantee or certify the esisting system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with the system location and pumping records. Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us � o� � o= o � !� � , ,�r��,� ,� � CITY of ORONO 1, �� i �`,, �, ,4�'.'��`� � �ti Municipal Offices '� `n��`��''��`� � G i��,�1'„r; �r .t9 , �. ;y��;�i�g� Street Address: Mailing Address: xE8Yi0 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: � �VriJ � Address: 1695 Fox St. Permit #'s: none Dates: Contractors: unknown (This is [x] an existing system [ ] new construction) . SYSTEM COMPLIANCE (1-3) : 3 1 Code System: Meets or exceeds current City standards in all respects relating to design, construction, and location. Appears to be operating properly. 2 Compliant System: Does not meet all current City standards for new construction, but in most respects appears to be designed, located, and constructed in accordance with previous codes and is functioning properly. � Non-Compliant System: System may or may not meet current City standards for design, construction, or location, but is failing to properly treat and dispose of the current input; and any system with less than three feet of vertical separation between the bottom of the drainfield and the saturated soil level. (The saturated soil level � ] has or [ ] has not baen identifiad at this time. If the saturated soil level has not baen identified, this classification is subject.to revision.) K CONDITION (5-9) : 5 Pumpout not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year. 7 System is discharging to the surface. Tanks must be pumped out within 48 hours. 8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out within three years, they should be pumped out and risers installed now. 9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks have not been pumped out within three years, they should be pumped out now. (During the last septic tank Maintenance Pumpout the tanks [ ] were or [X] ware not confirmed to be watertiqht by tha licensed pumping contractor. If tha tanks were not confirmed to be watertight, this classification is subjact to revision.) AINFIELD CONDITION (11-14) : 11 1 Drainfield is dry, no surfacing evident. 2 Some evidence of surfacing, not critical yet. Repair is not required at this time. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repair must be completed within 90 days. 14 Drainfield extent and condition unknown. POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : medium COMMENTS: In order to confirm that the septic system serving the main residence meets Minnesota standards, soil borings were performed to verify a 3 foot separation between the drainfield and the seasonal water table. The separation is 0 feet and the system is non- compliant. Repair or replacement of the septic system for the main house is required by 12/31/2001. The caretaker residence system must be replaced by 7/15/98. , �� Date of Inspection Se ic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a transfer of property, this report does not guarantee that an existing system will continue to function properly, but indicates the operation of the system under current conditions. Telephone (612) 473-7357 • FAX 473-0510 CITY OF ORONO � O� Municipal Offices O � O Post Office Box 66 Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT � � INSPECTION REPORT ti �L9kESH04�G Owner: ��'� �i'� +�"c�� Address: �/)��; ��( �� I. Permit �'s: }��1l�✓ Dates: ` Contractors: /./y1��'-y'�OWY`� City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. 7he on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �] an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): ?i 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface uaters. � "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and anv system with less than 3 feet of unsaturated soil or sand betueen the distribution device and the_�imitina soiC characteris i . ----- '�^� (The limiting soil characteristic �has or [ ] has not been identified at this time. If the limiting soil characteristic has not been identi ied, this classification may be subject to revision.) TANK CONDITION (5-10): � T�a!� inspection indicates: (5/' Pumpout not needed at this time. `$ Solids accunulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accunulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface discharge. 9 ]nspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next purtipout. [f tanks have not been pumped out within the last three years, they should be pumped out now. 10 ]nspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Dr field inspection indicates: �Drainfield is dry, no surfacing evident. T2 Some evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector immediately. Repairs must be completed within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FA[LURE (depends on soils,water table,etc.): ,�t�J(�,rt f' � .� COMMENTS: � �? � ' ' ; � �- c� . � �' � " m �l � r, ,J .,� v <"� vz� '' a, �7py1 � ��X-� � __ ?o�_ ��-�Cn Date of Inspection S c Sys em Inspector �,�, ,�-�,�..cj��,�.. v,,.�-- 1;��:..+ lk' tn�� `��"�� Note: !n the event that this inspection report is used to satisfy the requirements for a mortgage or other trans r b� property, be advised that this report does not guarantee or certify that an existing system will continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the prE�nises with the system loc�tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner o�� . � � � 0 0 ��'�A �� . CITY of ORONO �, ,sL- � �i `{��'i,�'"�` � Municipal Offices I�� l�,"4�'y�'�� d .�� , Post Otlice Box 66 � '��,�K'�`'��?%�� G Crystal Bay,Minnesora 5532.i-0066 �9.�.ES�HO�,�' October 23, 1992 - Mr. Albert D. Hanser � 1685 Fox Street Wayzata, Minnesota 55391 Dear Mr. Hanser: This letter is to confirm the results of the on-site septic system inspection on October 12, 1992 as required for the conditional use permit application #1757. Soil borings performed by Ed Sullivan of Sullivan's Services and Stephen Weckman of the City of Orono reveal that the trench bottom is at the same level at which mottling was discovered leaving no vertical separation between the zone of seasonal saturation (mottling) and the trench bottom. The system is therefore defined as non-conforming and must be replaced by October 14, 1993 as indicated in the resolution granting the conditional use permit. Staff was contacted by Mr. Sullivan regarding the possibility of installing a holding tank for the occasional use anticipated for the guest house. The Orono On-site Sewage Treatment code does not consider holding tanks a conforming system and they cannot be allowed without Council approval. Holding tank systems have only been allowed by the Council in situations where an existing system has failed and no other options are available. In this instance, however, a conforming and more permanent alternative is available and staff would not recommend a variance under these conditions. Again, the existing non-conforming septic system must be replaced by October 14, 1993 as required by the conditional use permit #1757. Please contact me at the City offices if there are any questions. S�.ncerely, .'�'��'��--�-�-'��_'`�"'�� Stephen Weckman On-Site Systems Manager SW/ch cc: Jack Taylor of Dorsey, Whitney Jeanne A. Mabusth, Building & Zoning Adm. TELEPHONE-473-7357� FAX-473-0510 CITY OF ORONO � O� Municipal Offices O � O Post Office eox 66 Crystal eay, MN 55323-0066 � � ON–SITE SEWAGE TREATMENT ,� � INSPECTION REPORT ti ��kESH04�G Owner: ��C�Gl''l �1'1Sf.'r Address: /� '� J�C�X J/� P-. -� Permit #'s: )'1�1">t' Dates: '–"' Contractors: —" City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is ,bQ an existing system [ ] new construction) SYSTEM CONFORMITY (1-3): '� t "CODE SYSTEM"-A system uhich meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system uhich does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants tnto ground or surface waters. 3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction standards of the current City Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. (The limiting soil characteristic [ ] has or p�l has not been identified at this time. If the limiting soil characteristic has not been identified, this classification may be subject to revision.) TANK CONDIT[ON (5-10): � T inspection indicates: 5 Pumpout not needed at this time. Solids accumulation in tanks indicates they should be pumPed out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. 8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface dischar�e. 9 Inspection risers missing-tanks could not be insPected. Inspection risers (4" dia. pipe) must be installed in each tank at next purtipout. If tanks have not been pumped out wtthin the last three years, they should be purtiped out now. 10 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been p�xnped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): � Dr field insPection indicates: 11 Drainfield is dry, no surfacing evident. Some evidence of surfacing, not cr�tical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector imnediately. Repairs must be canpleted within 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope,setbacks,etc.): POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ��,,� COMMENTS: — ,4--� — Date of Inspection ptic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certtfy that an existing system will continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the pre�nises with the system loc=tion and pumping records. WHITE COPY/Inspectors File YELLOW COPY/Homeowner On the North Shore o f Lakc Mi�rnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 1335 S. Brown Rd. � � � Crystal Bay, MN 55323 473-7357 OWNER ,' /�� »� �"��!5-�� ADDRESS / �� lt�� ✓� � PERMIT NO.'S. DATES a CONTRACTORS y City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is � an existing system ❑ new construction) � 1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating properly. � 2 Does not meet ail current City standards for new construction (1978 Codel but in most respects appears to be designed, located, and constructed generally in accordance with previous codes.System appears to be functioning properly; no major upgrading of the system is required at this time. ❑ 3 Does not meet current City standards in many respects relating to desig�,co�struction,or location.Appears to be operating adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at this time. � 4 System may or may not meet current City standards for design, construction or location, but is failing to properly treat and dispose of the current input,and is endangering a water supply, or is a source of pollution to surface or groundwaters,or is creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not � Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks ❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they ed out this year to help prevent future problems. should be pumped out now. ❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates: should be pumped out as soon as possible. � Orainfield is dry,no surfacing evident. ❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated ❑ Inspection risers missing—tanks could nat be inspected, effluent to the surface. This condition may require replace- Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table,and system condition) �Adequate ❑ High water table � Low ❑ Fair ❑ Lot size ❑ Medium ❑ Poor ❑ Lake,wetland,or stream ❑ High ❑ Inadequate ❑ Drainage ❑ System is causing visible surface discharge. COMMENTS: ��'�a" �`� Date of Inspection Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner ' %� � � � - ��_ SITE EVALUATTON REPORT �� ' ' FOR ALBERT D. HANSER 1685 FOX STREET - ORONO, MINNESOT ' :�� _ ^' r , " 1 0-1 -91 � �;�! . . . _.. .. �y� ,'.9 �r,s�'�u;};s� cw,x.:�m On September 18-25 , 1991 four proposed lots were tested for both a primary and an alternate septic system site on each . The results are as follows : Lot No. Primary Site Alternate Site 2 9 . 2 M.P. I . � .. . _.:. ..: . .,:� . 9 M.,P..I . 3 10 . 6 " 2 , 3 �� ' 4 1 8 . 7 " � g g �� 5 13 . 7 � " 11 . 3 - " Because of high possible seasonal water tables indicated by mottled soils found in the soil borings ;'"all the above sites � would require pressure mound systems , with the �exception of the alternate site on Lot 3 in which sandy soils were found . and may allow a shallow trench system. . Specific system design information will be needed for each proposed house. If any other information is needed, please contact me. Sincerely, PERCOR, INC. ��%��.�-G.0,4�=%�:.r�L�'� Mark S ,,,,.Gronberg, � PCA certified ADDENDUM 11 -23-91 The alternate site for Lot 1 with the existing house was tested and had an average percolation rate of 8 . 1 miri.ut'es ' pe`r_ inch and a water table such that a mound system would be required . • - B-39 PERCOLATION TEST DATA SHEET Test hole location �fJ/1l St�l� Hole number �f' � Date test hole was prepared j/ - f� _ �j � , Depth of hole bottom,�_ inches. Diameter of hole, �_ inches. Soil data from test hole: _ Depth, inches Soil texture o -� a ,�L� �/� � �� /o -� R �3� c L,� y �, �A� Method of scratchin� sidewall �S( ,PAT ./7 E/� Depth of pea-sized gravel in bottom of hole, inches. Date and hour of initial water filling �,�— /� - �/ � p�_ Depth of initial water filling, f� inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours �E `/ �. � Percolation test readings made by p Q N �� o ��2�,� on �/—ZD- 9 startin at a.m. _ � g � 2. Sl.s .m. Maximum water depth above hole bottom (date) _ '�� during test, inches. Time Percolation Time Interval, Measurement, Drop in water rate, Remarks Minutes inches level, inches minutes per inch o - vLL -� L ' ' 'G L � � � „ ' � �LL ► � / � 3 2 i � � , � ► � 73 � . � � + � � � 3 .. l � � i � , � � 3 Z / 2. ,� _ Percolation rate = 1 � , �3 minutes per inch. l cT /, P-/ , , B-39 PERCOLATION TEST DATA SHEET •- Test hole location y/j /t/`C E� Hole number - �-' Date test hole was re ared p p � -/`�- 9/ , Depth �of hole bott-om,�_ inches.. Diameter of hole, �_ inches. ' ..�, - � Soil data from test hole: (� _ _ r - � Depth, , inches . \\ Soil texture O -/ o L/' c�' 1. oA,�� ' , . , /D -�� ,rPok/n � oAiy , Method of scratchin� sidewall __ .S'��Q,Q�G`j r� Depth of pea-sized gravel in bottom of hole, �_ � �inches . ^ Date and hour of initial water filling // -/9 - 9/ � P,�, Depth of initial water fi.11ing, __�� inches above hole bottoin. Method used to maintain at least 12 incties of water depth' in. Yiole for 'at least ' 4 hours �E F/ �[� Percolation test readings made by �n/� �/�� on� a.m. � //-ZD-9/ starting at /7+ ,3 m . Maximum water depth above hu1� i��c (date) ..,. _ ,. . during test, inches. � Time � PercolaLion Time Interval, Measurement, Drop in water rate, ' Rem:irks . Minutes inches level, inches minutes per • inch u �-- 'L . . . � , .. . . �' � i , ► � .. L G � � Z. 3 ' D iN l - 7 ^ � i � � � , � .... s 0 , � -- , 2 � � ' ► � � / . .. . . I I . � � i r / 7 S+ Percolation rate = ��+� minutes per inch. � oT / � P-Z , . • B-39 PERCOLATION TEST DATA SHEET . Test hole location �fJ/�/S'�� Hole number �3 . �--' Date test hole was prepared //- /� -5?� , Depth of hole bottom,�_ itiches. Diameter of hole, ,� inches. ' .., . Soil data from test hole: Depth, inches Soil texture - � —�� L�c�' 1. o,�rj - . - �7 —� � _,�y�D��aw•v .. .�� _ . Method of scratching sidewall ___.SC/�A r �j ff "' Depth of pea-sized gravel in bottom of hole, � inches. " ' Date and hour of initiai water filling //-/�}_4/ � ��;,, � Depth of initial water filling, � � inches abo�e hol� bottoui. Method used to maintain at least 12 inches of water depth" in h'ole Eor 'at leasC 4 hours �� L L- � ' ' Percolation test readings made by �D/�/ ��PDti�jC�'/,r - on . // -ZU -9/ startin at r a.m. , ' � � `_ m . Max.imum water depth abovc hoi'� buc.eui; (date) during test, inches. Time � Percolation Time Interval, Measurement, �rop in water rate,. ' Remarlc� Minutes inches level, .inches n�inutes per inch �I 0 u �t L � ' ' ' �'G L / D . � � � .... ... . .: . .. � � � 2 M�r ,X �.- 'L � � . 2 / 7 . -- I / ' � - ---�-�----._. - ► � , , _ �i� i - � �--.. � � , � ._... i �S -� , i i � � , � i -- -- Percolation rate = 6, S 7 minutes per inch. LoT / � �-� • � . . . . . < � . . •.. _ .._ . . � . , , ' Lo�,s of Soil Borinrs � }3-1II .� � ,, 1.ocation .or Prn ��ct ,f� S � � . . _ �------ --- .- -- ------ ''� Dorin�s made b � ,� �/ r / � � - ,. . Y -��2p r��_..._��_ ' r D/�/ �L'��--, na�e _._L�j/�- �� --------- � • Classification System: MSHO ; USnA-SCS �j _; Unif.ied ; oCher �° :'Aup.er used (check two) : Nand �, or Po4:er ; Fli�ht ' �, ..or_.ItuciceC�; o�her __ . . . —-r-- . . ---- —,---= �- ---- �—��----- Depth, • Tlorinr, nu�:her ' �___ DcPth, T3orinr numher 2 ' I . i n ' -- -.-... . _. ._ , Surf,�ce elevation + it� Surf.ace elevae�on F C'C C . � � E C C C •-•---_-. �� . ---- -- -�---- n ----- ----�-- -�-�-- ..... � L�L A c� L o�+�I . � �l_� c �� . oA /'9 .. - �. 1 — � , 1 --- jy ED ' . ., ' � , �1�, �R, . � , _. ��.�y � d �� . � _. � y � . . �'� � o� M ' 3 — rlO7T LEp __ MoT7LEQ (j�, c L�Y L,c��y a/�, C�� • 3 , . � , . . . . . . 4 — y L o��y �� — . � , S '_ S •-- . . , .. � — G — _ . ��j� . ,7 _. . • . . . � _ �.. . 8 — , � ' . � II — , . � . Fnd of borin� aC f:eet. �nd oF borinr. at . �� .s feet. . SCandin� ��ater t��:ble: St;anciinp. ��rat�r tal�lc : � ^ , .� P-�-c�sent at feeC of d�pth , Presc�lr at _ _ feeC of dcl�Cii , � hours af.ter borin�. .hours af:ter horins.. i;ot_ present in �orinF hale �_. t�ot present 'in bar.in^ holc �_. .,` ' �r . I ?iottled soil : r;oetlecl' �oil: • . Observcd at 2..5 feeC oF depth. • ' nbserveJ at 2. � LceC �� dcptll• I � ' ?loC pr.esent in borinp holc _ T1oC prc�ene in boris�f: hole __ ' I Obsurvations and cotr�lents• OU�eL-v�tioi��,and coiiununt::: ' �ar. �/ - Jv�� r�z,v,✓G.�' /fZ