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correspondence, etc regarding sewer
68/12/2064 17: 22 7634988290 RUSTVS PERC TESTING PAGE_ 02 RUSTIr OLSDN'S SOIL A HD PERC. TESTIN� 11481 Riverview Rd. NE � HANOVER, MN 55341 Phone 763-498-8779 � Fax �63�gg_g2go Joseph J. plson--MPCA license #810 August 10,2004 11�.imi Ryezse Job: 701 Dxckey Lake Drive Orono, N,�V Fa�t,952-476-5333 To whom it�may coz�cern, i was coni�acted by iifiimi Ccyezse to�erform a sxte evaivation oz�t2�e p�operiy of 701 Dickey Lake Drive in the city of Ozono. The results of the sate evaluation is as follows. The soal borings T drilled o�t�e p�roperiy at 701 Dickey Lake Drive x�,dxcate that theze is seasonally saturated soils less thaxi vne foot below the surface. In the areas tk�,at�ave nat been �lled. Accordin�to the Munsel�soil colo�r ck�azts. �he seasonally satuaated soil are at or near the stuface. City code requires two sepiic sxtes on undxstwbed soils with a se�son.a�lly satux�ted so�� greater than oz�e foot below the surface. �t xs this designers opinion that ther.e are not two staz�dard septic sites on�this lot that will meet city code. Therefore this lot is not buildable unless c�ty sewez�xs available. If you have �y questions pl.ease ca�a. Sincerely � Joseph J. Olson 725 Dickev L�ke L?ri��P Oronc�, A�N 55356 At��ust 16, ?OQ4 Citv of Orono: Care of A�att Bolterrnan ?750 Kelley P�rkway Orono, MN 55356 To Whom It Mav Concer�: Subject: Ret�uest for Variance to UtilizP Cit}�Se�ler Svstem at 701 Dicke}r Lake Drive Ms. Mirni Ryerse of Edina Realty informs me that the expert they have contr�cted (Rusty Olsen) has indicated that the property located at 701 Dickey Lake Drive, based on state and local regulations, is no longer able to utilize a private septic system. Therefore, I am requesting a variance from the City of Orono to utilize the city sewer system recently constructed along Willow Drive adjacent to that property. Additionally, it is my understanding tha.t there is some probability that the City af Orono will 'm future require that even those properties in the Ringerswood Development currently utilizing privately owned septie systems change to the City system. That being the case, it would seem not only redundant but also expensive to construct a private septic system even assuming that were possible. In any case, utilizing the city system would be preferable in the long term. Any help you could provide to facilitate the process would be greatly appreciated sirtce there aze several contingent buyers who are inter8sted in building as soon as possible. Respec - � ( Patrick Pu�h cc: Mimi Ryerse DICKEY LAKE DRIVE SANITARY SEWER EXTENSION PRELIMINARY COST ESTIMATE UNIT �ST.. ES�'>!, _ ITEM LJNIT ;; PRICE QUANTITY' ' �05T Mobilization LS 5,000.00 1 $5,000 8" PVC sanitary sewer, jacked LF 200.00 80 16,000 8" PVC sanitary sewer 10' to 15' deep LF 30.00 420 12,600 4' diameter sanitary manhole EA 2,000.00 3 6,000 Manhole overdepth LF 100.00 16 1,600 4" PVC sanitary sewer service LF 30.00 20 600 Connect to existing sanitary sewer EA 1,000.00 1 1,000 Bituminous street patch SY 35.00 40 1,400 Erosion control fence LF 3.00 300 900 Restoration LS 3,000.00 1 3,000 Estimated Construction Cost $48,100 +5% Contingencies 2,405 $50,505 +20% Legal, Engineering and Administration 10,101 Total Estimated Cost $60,606 .; � � p���,v�� � - � REQUEST FOR COUNCIL ACTION DATE: September 27, 2004 ITEM NO.: � Department Approval: Administrator Revie�ved: Agenda Section: Name Gregory A. Gappa � Public Services Director's Report Title Director of Public Secvices ! � � Item Description: Request for Sanitary Se; er 701 Dickey Lalce Drive This is a vacant lot in the Dickey Lake Drive subdivision that has never been built on. This subdivision was plated in the 1980's. Since the wetland regulations have changed after this lot was platted, a wetland delineation was recently completed and approved by the Mimlehaha Creel: Watershed District. This lot is 2.40 acres in size with 0.15 acres of wetland and is confomlance with the 2.0 acres of diy buildable land zoning requirement. There are no suitable septic sites, on this propez-ty,that conform to the current septic regulations, so the provision of sewer service for this lot has been requested. This area was added to the MUSA in the City's recently approved year 2000 to 2020 Coinmunity Manageinent Plan and is eligible for sewer service with the property responsible for payment of the total cost for the utility e�tension. Sewerin�of this lot will require a City project for the installation of 500' of 8"diameter gravity from the existing sewer on the west side of Willow Drive to the eastern side of the lot. We are recoinmending that the sewer be jacked or directionally bored under Willo�� Drive in order to inaintain traffic on Willow Drive. The sewer will be installed in the street right of way on the north side of Dickey Lake Drive. The estimated cost for this sewer eatension is$61,000, and the property . owner will need to sign an assessment waiver requesting to be assessed for the total cost of this project before installation of the sewer is completed. COUNCIL ACTION REQUESTED: Motion to approve the provision of sanitaiy sewer service to 701 Dicicey Lalce Drive contin�ent on the property owner signing an assessment waver agreeing to be assessed for the total proj ect costs for a City project to extend sewer to the parcel, with the sewer under Willow Drive to be jaciced or directionally bored in order to maintain traffic flow on Willow Drive. � , � � . ` � � t�V I �L�►1� D R1 V� � � � �' � . � �_�� �����3��y".a`-� "�"�� �` �F lu �A � f � it r . i T P �t7"� 4 h��R�R����^2iB Wr.e:P+r h'�. f?�j '�Ya '�Yi �4� 'L�' n"5� 'v�. <t�j� � �^ �� + �� n,a � � .,�„� � ,a ��,S.y �� a .,4 �;.. w y,,;� P,t�,i�.. '�..@,,, i �:F���3. �+ .�"�'L s F �.+� t � � t � '� 'f.. '� ��yy � •;a .t' ti t A�'�b � � �>' � �P.Yj�fr '�4M'�' �'W ���,�. � �y t,^'� �'�" . 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F°l � '"a�+ ^," -S a g ;y� ! t � s �� .+� , ._: � `� � f�E �,' �� - 4 ! r _ z� . � , 1 a,� - � � "+"� �-� ,t.k ;, � �_._.,�.f$564.. �: ,; ,., « � , �� � "�;. _ _ , :.. {,. w x r,r, 4 .�. �: � � . � .�. _ - �. - �p ,,. r:.. ,. ,. , . ,. — --- --��7 --- —4i-9Hd- �§/Itf3H� — � - - ',..� . ��' ��� !1�.+°t„� �ep�iY� (it�,., � � � � .x �+a, .:� �.��, ��, r"'� `t:;-'� �f+':'"'i'�'e^��''2- v . a p . � -a � d t �.-, i l"I J! .,. 2 � , ... !. � �,� � � ��� � ..3" ,� �<� ' � �t + 'Y'c�3 tq ;-.'�(, 'E i +'j a� L`. Js 4 :,� r �. $ r .cw ,„�a;m '.� '� ,?t� ��` �`�rY ; � . 1 � ��. �s � � � �� '�+ �r � �� a�u�� R�f��,`'�� tT �r, �rr S ��q �€ �fe ���`�� � �; t Y���pJ �t.�r '�w �,��',��f+. � � �:� ..'# ::a t ,�.�.t ,;f.��.,�����ffi.�� ....s."7..�c�'�. ��N� ,r....�. -�� .�. �S ., ,�.ro �:��� ?e' ..,,..a v�k.��� � �•�� . ,_. . �.-_ .. - , ` ' �f� •- To: Street File, 701 Dickey Lake Drive From: Mike Gaffron, Asst. City Administrator Date: September 7, 2007 Subject: Sewer & Water Status for 701 Dickey Lake Drive and the remainder of Dickey Lake Drive In August 2004 the City received a request from Patrick Pugh, the property owner of the vacant lot at 701 Dickey Lake Drive, requesting approval to connect a proposed new home to the existing municipal sewer system in Willow Drive. The request was accompanied by a letter from Rusty Olson's Soil and Perc Testing indicating that for this specific site, seasonally saturated soils occur too near the surface for standard septic systems to be allowed. For new homes, the City code requires two sites per lot capable of a standard system. Public Works Director Greg Gappa in September 2004 indicated to the City Council that a City sewer extension to serve just this residence would have to be a gravity system extending from the west side of Willow Drive to the easterly boundary of the lot, within the right-of-way of Dickey Lake Drive. While this would have the ability to be extended eastward to serve other lots on Dickey Lake Drive, the estimated cost to serve just this property was $61,000. Gappa recommended that the provision of sewer service to 701 Dickey Lake Drive be approved contingent on the property owner being assessed the entire cost of the extension, subject to signing a waiver of any rights to appeal the assessment. While the Council voted 4-0 to allow the connection per Gappa's recommendations, the project did not proceed. In 2006 the issue of providing sewer and water to serve this property again surfaced. The City Engineer in June 2006 provided a cost estimate for providing sewer to the Dickey Lake Drive neighborhood, which consists of 14 homes. The estimate for Gravity Sanitary Sewer was $318,000. As an alternative, it was estimated that a Pressure Sewer System, with each residence installing and maintaining its own pumping system, would cost $98,000 not including the typical $7-10,000 individual property cost of making the pressurized connection. Adding municipal water mains to the mix was estimated at an additional $128,000. In August 2006 a request for a permit to make a direct connection to the Willow Drive sewer system for 701 Dickey Lake Drive was denied on the basis that the City will not allow further individual connections of Dickey Lake Drive properties to the existing Willow Drive sewer, but that all new connections will have to be to a neighborhood lateral system yet to be constructed. As of September, 2007 the City has had no further formal discussions regarding sewer & water for Dickey Lake Drive. There has been no neighborhood petition for such service, and the City is unlikely to further consider such service until such time that there is broad neighborhood support and a willingness to pay the costs of installation of such service. s ��' e��' r :x z;�� � t �'� @�, a, . , '.�.e^,�,. °�u•�, 'rn� �, '� n, '�� � ` � �i���-Y� '� �, �'s _"y _ ��`' � � � '� '��"r��,�.S � r � ; p ' i ���� x � _� S� s�.:�. � � 3 w �.. � . � �` � �' � ���'` �'4 ��' � .a� s�, � � �����a � t �q,�tk � i. � � ' ,� F� »,, a�� ,�` x . ' `�z �� s""'" �^�r } ��� ��,��, �� � �+ ,� :v � . •. � .' v�*- � � .�:" -�'� Z�. �r.��� ��� � � ,`5 '�,.� z�. ^'� �. 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FOR ITX USE ONLY /�' � ¢��` City of OI'ono Date Reccived: '� ^��1� ' Permit# (���/� ." "r P.O.Box 66 ��;; � 2750 Kelley Parkway ❑ 1n-House SAC Determination Fonn Completed a '�j`'`'��'�=_ � Crystal E3ay,MN 55323 ��+ y'.��''�o~ (952)249-4C00 Approved By(If Required): t,���?1��,w CITY OF ORONO -S�WER & WATER/ GENERAL PERMIT (*Note:Some permits may require approval by the Building Ofticial and/or Public Works Department*) (ALL PFRMITS- Mav be subiect to further rcvicw and mav not be issued when the annlication is received) GENERAL INFORMATION 1. You may apply for utility pennits by mail or in person at the City offices. 2. Mailed in applications are subject to the postage and handling fee shown b�low. Permit cards will be sent by retw-n mail within 2 business days. 3. Permits are not valid until you receive a permit card. �`�y.r N�• /=�"`� 4. Work must not begin unless the permit card is available on the job site. ` �_ • 5. Utility connection permits may be issued to licensed conhactors only. �r � ""'S +� 6. Contact the Public Works Department(952-249-4600) for utility shib as-built 1 � �5 U"���"�O DO NOT EXCAVATE Il�'ANY S'I'REET AND DO NOT TAP ANY MAIT �� Q approval of tlie Public Works Department. Issuance of a permit does not gr �/G �� �J° � 7. All work must be done in accordance with State Code requirements. 8. All work must be inspected before it is covered. Call(952)249-4600,24+hou TYPE OF P�RMIT (Check All That Apply) � � � �(Residential(May Require Approval) ❑ Commercial(Approval Required) � New Connection ❑ Additional Connection ❑ Re-Connection ❑ Repairs ❑Disconnect Job Site/ Owner Information: Site Address: 70/ L7i�keu �a� ��i v e Owner: �.GLt�.G� �l%D� Mailing Address: 1 Z� �.(J�� c�/�wKc� .J city: �r�i K2a�/�i� zip: �S Yl/ Home Phone: �oS!- Z75-'l.S-(o0 Alternate Phone:/� �O�Z- 2�-+�/S Z Contractor Information: �gD _ �„„-F,rq�� be �tpProvc�! �y c:�y �,�� � S'�.��� wvrk, Contractor: Contact Person: Address: State License #: City: Zip: Expiration Date: Phone: Alternate Phone: � DETERMINING PERMIT FEES 00 �SAC Charge(2005 Rate=$1,550.00) $ �J��O� (SAC Charge must accoinpany all sewer permit applications unless prepaid) (Orono City Staff can determine if applicable) (If not prepaid, a sewer connection permit will not be issued) �Sewer Connection/Disconnect/Repair($35.00/Per Stub) $ 3S ° Pipe size inches;material Schd 40 air tested; cast iron Qo �iWater Connection/llisconnect/Repair($35.00/Per Stub) $ .3•s� � Pipe size inches; material Schd 40 air tested; copper / 00 1. SUBTOTAL of Pernut Requested: $ 1�0 2d � 2. STAT� SURCHARGE $ .50 3. POSTAGE 8;HANDLING(Only on Mail-In Applications) $ 1.50 4. '1 OTAL PERMIT FEE(Add Lines 1-3 Above) $ ��ZZ-o� ADDITIONAL INFORMATION—WATER METERS � ■ WATER METERS must be picked up and paid for at Orono City Hall, these are on a separate permit. �� ■ WATER METERS must be set and sealed by Orono Water Department (952) 249-4600, upon completion of ineter installation. j � a The undersigned hereby applies to the City of Orono for issuance of a Utility 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 application are, true and correct. '� Applicant Date: 7�Z 3—o(o I 'h ������� � � N� � � - ��S � �� � ��� �„ ��g�� � ��'o ������� �� ���m � ��� N ��zF� -��� R �.�� � �� � •� �-�� - ���� ��� x ��� �sm ��� -�z.�� � � D� �-� � �G° a ��`� �� �N ��"orn� ��rnp ��� =��U� �� � �x.�S•#�rG WJa,�1JR�t� (���z� �� `n� �� � !ti �T M 1E X� FI N �� M Sf M ft N N----... �R�_�� � �ac.cs•�uc�r'rs�`� e � s s ____�� s ���� �� ��. ���� �� � NORTH WILLOW DRIVE o � �� �����. n N �r�r�.t�r �����j O� ��� �� -8� - o_ ,�o��u� $� .,�.�- ��i� �r� � o � � i � �__._.... --w" ;----- ---- ---, d �,,,- �, ..�.�.� � t � � � � � �, ,.,.�.�...- � i �-- _ �� � �• M � '�-�`"' _ f � � � .''� f r I� � , ,____� � � � � I 7D� �,,�-�'�� � 11 � � s. �,�, � nt �,w.....�-�--� � , i � � � � ,/ � �' f � �r ���� � � �� � � �tr ��� � i � � t 1 � � �� 1 l { l77 �N'� � � � " � � � �'� � � \ � i � � t t t � g � � �i f i � i ' �� j i ` � � � � � f �� � � 1 � � � / ' Nc� ' t i t �g � � � 1�,/ � � 1 I E � � �.. ! � � � � _ � ��r' � �'�' t � _�___ ; ,,'� ; � � -�-____ � ,,� ; � � � �, � t! -___ � � ( � � � { �� � I �� L�.'..._.' '�."'� � �'` —�l i t � A1� f � �� � � � � � t � t t � !f �� � � i t ( ! �� 1 �t �� � d E �� ti i+ � ir �� f � � lt � � j ��� � � , � ; ..., 1 � �� I � } � ` � �'� I , , l ` ` i � � t � J t 1 � ! � r E �t � f � i � ~� i 1 -�`"� !J t � � � J t � � f ; � �r \..� �1 t � � � I r f � � i_._...._,,....,,.,...,......,,..._....,....__�-.___ _.,......,.,..,....,......____...___.-___...__..,...___ t _.J �� � �-1 C) �,,,,,, o �� t,� .____._ ..�.... .�___._. _,____ _____ � �.. ____._ ____ _.._._ ..�... ___.,_.. ..�..... _.___ .� _____. � `�� � � - � �� �� � � � �� � �� � ;� �_ � � �� �� � " �D Z �� '� � � � � m ■ < � � � � � � - � D D r �� i � N'. � � _ Z � Z � � �� � �� � � � "'` ; M �> � � s � m � m � � �z �� � � � > � 9 � � � � � � � �� CD � � a � . Page 1 of 1 Mike Gaffron From: Kellogg, Tom P [Tom.Kellogg@bonestroo.com] Sent: Wednesday, September 05, 2007 5:47 PM To: Mike Gaffron Cc: Amundsen, Darren T; Schlegel, Kellie M. Subject: FW: Dickey Lake Drive SAN and WM cost estimate Mike, Attached is the cost estimate we prepared for the Dickey Lake sewer and water extension. As we discussed this is all the further we took this project, there was no report prepared. I believe we had some sketches done by hand that showed alignments that were the basis for the cost estimates but I have not been able to put my hands on those. I will forward them if we can locate them. Darren and Kellie, Please take a look and see if you can find the drawings that went along with this cost estimate. If you can locate them please scan and forward to Mike. Thanks, To m Tom Kellogg, PE Associate Tel 651-604-4863 Cell 651-775-5637 tom.kellogg@bonestroo.com � Bonestroo _ ; � � : � y � � `��1 �, �-i i � � � � ��� � (''� v ' f� ; � �- ` M ¢ �, �' ��, ; `�l-� � = �� � a �� ��� � ,� U �� � � � �' , -�-' � � � ` ` � � � ` � � I � � � � � � S �� � h � ' ��— , S 9/5/2007 . snsnoos Dickey Lake Drive Sanitary and Watermain Improvements Cost Estimate Sanitary Sewer(Gravity) Units Qty $/Unit Total Mobilization LS 1 $5,000.00 $�.00Q00 I�raffic Control LS I $3,000.00 $3.000.00 8"PVC Sanitary Sewer. l0-IS'deep LF 1825 $30.00 $>4,750.00 8"PVC Sanitary Sewer,jacked LF' 215 $200.00 $43.000.00 4'Dia.MH L:A 8 $2,200.00 $17.600.00 4'diameter sanitary MH,overdepth LI' 36 $100.00 $3,600.00 8"x 4"PVC wye EA 9 $75.00 $67�.00 4"PVC riser pipe LF' 24 $15.00 $360.00 4"PVC Sch.40 sanitary service LF 300 $15.00 $4,500.00 I U2"HDPE,directionally drilled LF 400 $12.00 $4,800.00 Sewer service comiection EA 3 $1,500.00 $4,500.00 1 I/2°Curb stop and boa EA 3 $900.00 $2,700.00 Connect to existing sanitary MH EA 3 $1,500.00 $4,500.00 Bituminous street patch SY 2270 $35.00 $79,450.00 Restoration LS I $10,000.00 $10,000.00 Temporary erosion control LS I $4,000.00 $6,000.00 Gravit�°Sewer -Estimated Construction Cost $244,435.00 +5%CONTINGENCIES $12,221.75 +20%LEGAL,ENGINEERING.AND ADMINIS'IRA"I'ION $48,887.00 +j%CAPITAL[ZED INTEREST AND BONDING $12,221J� TOTAL-GRAVITY SEWER $317,76S.i0 Sanitary Sewer(Pressure) Units Qty $/Unit Total Mobilization I,S I $2,000.00 $2_000.00 2"HDPE,directionally drilled I,F 2000 $15.00 $30.000.00 Sewer service connection-same side EA 7 $1,000.00 $7.000.00 Sewer service connection-opposite side I�:A 6 $2,500.00 $1�.000.00 I 1/4°Curb stop and box I:A 13 $900.00 $11.700.00 1'ermination flushing connection f?A I $2,000.00 $2,000.00 Flushing conncction LF 1 $2,000.00 $2,000.00 Connect to existing manhole EA I $1,700.00 $1,700.00 Restoration LS 1 $4,000.00 $4.000.00 Pressure Sewer-Estimated Construction Cost S75,�00.00 +5%CON�TINGENCIf{S $3.770.00 +20%LEGAL.ENGINEERING,AND ADMINISTRATION $I>A80.00 +5%CAPITALIZED INTEREST AND BONDING $3,770.00 TOTAL-PRESSI RE SF.W'ER $98,020.00 Watermain Units Qty $/Unit Total 8"PVC watermain LF 2300 $20.00 $46,000.00 Install hydrant EA 5 $2,500.00 $12,500.00 8"Gate valve and box EA 8 $2,000.00 $16,000.00 1"curb stop and box EA 14 $300.00 $4,200.00 I"copper water service LP 300 $20.00 $6,000.00 8"Fittings EA 20 $500.00 $10,000.00 Connect to existing watermain [A 2 $2,000.00 $4,000.00 W'atermain-Estimated Construction Cost $98,700.00 +5%CON'I'INGENCI[?S $d.93�.00 +20%I.IiGAL,LNGINEERING,AND ADMINISTRATION $19J40.00 +5%CAPITAI."V.t;D IN'I�GRGST AND BONDWG $4.93�.00 TO"I'A1.WATN:RM.AI� 5128,310.00 C:\Documents and Settings\mgaffron\Local Settings\Temporary Internet Files\OLK1 B\Dickey Lake Sewer-WM Cost Estimate.xls � � To: Street File, 701 Dickey Lake Drive From: Mike Gaffron, Asst. City Administrator Date: September 7, 2007 Subject: Sewer & Water Status for 701 Dickey Lake Drive and the remainder of Dickey Lake Drive In August 2004 the City received a request from Patrick Pugh, the property owner of the vacant lot at 701 Dickey Lake Drive, requesting approval to connect a proposed new home to the existing municipal sewer system in Willow Drive. The request was accompanied by a letter from Rusty Olson's Soil and Perc Testing indicating that for this specific site, seasonally saturated soils occur too near the surface for standard septic systems to be allowed. For new homes, the City code requires two sites per lot capable of a standard system. Public Warks Director Greg Gappa in September 2004 indicated to the City Council that a City sewer extension to serve just this residence would have to be a gravity system extending from the west side of Willow Drive to the easterly boundary of the lot, within the right-of-way of Dickey Lake Drive. While this would have the ability to be extended eastward to serve other lots on Dickey Lake Drive, the estimated cost to serve just this property was $61,000. Gappa recommended that the provision of sewer service to 701 Dickey Lake Drive be approved contingent on the property owner being assessed the entire cost of the extension, subject to signing a waiver of any rights to appeal the assessment. While the Council voted 4-0 to allow the connection per Gappa's recommendations, the project did not proceed. In 2006 the issue of providing sewer and water to serve this property again surfaced. The City Engineer in June 2006 provided a cost estimate for providing sewer to the Dickey Lake Drive neighborhood, which consists of 14 homes. The estimate far Gravity Sanitary Sewer was $318,000. As an alternative, it was estimated that a Pressure Sewer System, with each residence installing and maintaining its own pumping system, would cost $98,000 not including the typical $7-10,000 individual property cost of making the pressurized connection. Adding municipal water mains to the mix was estimated at an additional $128,000. In August 2006 a request for a permit to make a direct connection to the Willow Drive sewer system for 701 Dickey Lake Drive was denied on the basis that the City will not allow further individual connections of Dickey Lake Drive properties to the existing Willow Drive sewer, but that all new connections will have to be to a neighborhood lateral system yet to be constructed. As of September, 2007 the City has had no further formal discussions regarding sewer & water for Dickey Lake Drive. There has been no neighborhood petition for such service, and the City is unlikely to further consider such service until such time that there is broad neighborhood support and a willingness to pay the costs of installation of such service. . .�� ��.� � � � �. �� �:; . C ITY of ORONO � � � y;eb� �-1' �� � ' Municipal Offices Y s G Street Address: Mailing Address: . e �9xE3H�¢� 2750 Kel�ey Parkway P.O. Box 66 — Orono, MN 55356 Crystal Bay, MN 55323-0066 January 15, 2010 Patrick & Karen Pugh 725 Dickey Lake Drive Long Lake MN 5�356 Dear Mr. and Mrs. Pugh: We recently received an inquiry from a potential purchaser of your lot at 701 Dickey Lake Drive. In the course of the conversation it became apparent that he was unaware of the 2007 decision regarding the extension of a sewer service to this property. I understand he may have been given the correct information and was hoping far a different answer. But since I can't find any evidence in the file for 701 that you were informed of the decision, I am enclosing a copy of the memorandum. If you have any questions please contact Mike Gaffron at 952-249-4600. Sincerely, � .� �.:r '�r� ; - C., Evelyn Turner City Planner 952-249-4623 eturner@ci.arono.mn.us cc: Mike Gaffron Telephone(952)249-4600 • Fax(952)249-461b www.ci.orono.mn.us David — Adam and I have reviewed your conceptual sewer plan for the property at 701 Dickey Lake Drive. We have a few comments: 1. Overall concept (horizontal layout) is acceptable. 2. Gravity main pipe should be 8" not 6". (standard throughout city) 3. Elevations of existing homes are not conducive to extension of services to the rest of the neighborhood with a gravity system. We do not think it is possible to get elevations to work for a neighborhood-wide gravity system. A continuation of a system throughout the neighborhood will either require a common lift station if other properties are served by gravity sewer, or a pressure system with each home having their own grinder pump. A likely scenario would see a common lift station somewhere in the north east section of the development that would then pump to a manhole at or near the east terminus of your proposed gravity line. A pressure system serving the entire neighborhood, including your lot, would avoid the need for a common lift station but places a greater maintenance burden on each homeowner. 4. This proposal would likely require increased city maintenance (flushing) compared to a fully built out system since there will only be one residence which may not produce adequate flow to keep the pipe clear. Bottom line: We think the proposal is reasonable as a concept. Additional coordination and review will be required as the details of the plan develop. � � �� � � _ , � � � � � ���o � � � � yF � G . �7'rfSH OR� � .r.C� Legend � � Contours �G — Index � �� `Z � . Intermediate F Railroad � City Limits ❑ Parcels(6-1-2015) �' /� ���iU Lakes&Ponds ,� . I 9913--.. � � � � ��, �/ � N � / J C / / ����` ` � � / � Id10U� � � � '� C N �� �G✓ � 1 1 � � � r N .. _., ..__...,_. . 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