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HomeMy WebLinkAbout008-192-00-0600-VAR-2022-002 SA `A J V� T� Sawye�County Zoning&Conservation Administration 1�V V I I\ 10610 Main St�eet,Suite 49 � O � � �' 1�� Hayward, Wisconsin 54843 Te%(715)634-B2BB E-mad __� � :_r,r�goy.orn June 72,2022 VAR#22-002,Craig&Lori Longacre Notice is hereby given that on June 21,2022 the Sawye�County Boa�d of Appeals approved the fol%wing application with conditions: Woodland Pa�k,Lot 6,•519, T37N,R09W,•Parcel#008-192-00-0600,•168 ac�es,�Zoned Residentia%Recreational One(RR-1).Application is for the construction of a 29'x 24'(26'x 25' with eaves)altached garege and a 5'x 24'portion of an attached foyer onto an existing permitted primary dwelling. The purposed attached ga�age area and a portion of the foyer a�ea is needing the ua�iance approual. The attached garage would be 34'at fhe c%sest point to the centerline of Maple Terrace Drive,a town�oad and 24'at the dosest point to the road�ight-of way.It should be noted that the trave%d width of this is only 20'and is not located in the middle of the platted road�ight-of-way. �ariance is requested as:Section 411(3)Setback Requirements on Highways and Roads,Sawye�County Zoning Ordinance,would require the prior granting of a ua�iance Por any strudure located dose�than 63'fo the centerline of a Town Road or 30'fiom the�ight-of-way,whichever is greater. Motion by Christians to approve the uariance application as p�esented with the design. Ssecond by Dobalis. �ote finds 5 to 0 in favo�. Findings of Pact: No othe�alternatives exist. The impacts of construction are being minimized by mitigation. A minimal relaxation of code is being granted. A pe�mitted use is not possible on this property without a variance approval. The circumstances a�e beyond the control of the applicant,and are unique to the p�operty not the applicant. The lot predates zoning regulations. The construdion matches the lot and available area. P/ease contad ou�o�ce to app/y for a Land Use app/ication fo�your p�oject or you may p�int one fiom our website at sawye�countygov.org,we will need the original with owner signatures and fees induded.Any questions please contact our o�ce at the above information. Any person or persons jointly aggrieved by the decision of the Board of Appeals may commence an adion in the Circuit Court for Writ of Certioreri to review the legality of the decision within 30 days aRer the date of this notice. Kathy Marks Deputy Zoning&Conservation Administrator � . ' Sawyer County Zoning & Conservation Department SAWYE R 10610 Main Street, Suite 49 C O U N T Y Hayward, WI 54843 iay.kozlowski@sawvercountv�ov.or� Fax (715) 638-3277 (715) 634-8288 VARIANCE REQUEST STAFF REPORT Applicant: Craig Robert Longacre 16854W Maple Terrace Drive Birchwood, WI 54817 Property Location: Town of Edgewater, Sec 19, T37N, R09W, Parcel # 008-192-00-0600 Woodland Park Lot 6, Site Address #16854W Maple Terrace Drive. 0.31 Acres. Zoned RR-1 Summary of Request: The construction of a 24' x 24' (26' x 25' with eaves) attached garage and a 5' x 24' portion of an attached foyer onto an existing permitted primary dwelling. The proposed attached garage area and a portion of the foyer area is needing the variance approval. The attach garage would be 34' at the closest point to the centerline of traveled Maple Terrace Drive, a town road and 24' at the closest point to the road right-of-way. It should be noted that the traveled width of this Town Road is only 20' and is not located in the middle of the platted road right-of-way. The applicant is requesting a variance from the Sawyer County Zoning Ordinance Section 4.21(3) for a reduced Town Road setback. Project History/On-site Notes/Comments: See attached inspection report completed by Jay Kozlowski. As part of the onsite visit on 03/31/22 Jay Kozlowski measured out the setback distances and verified the measurements. The house has been constructed and was permitted under a reduced average setback allowance from the lakeshore setback. The variance that is now being requested is very similar to the 2019 variance request that was denied. The things to keep in mind and the things that differ between 2019 and present are as following: -The house has now been constructed and an extensive amount of water diversion and infiltration basin(s) have been designed on the property to slow water movement down the hillside and also has been engineered and designed to be a treated impervious surface amount subject the Sawyer County Zoning Shoreland- Wetland Protection Ordinance Section 9.5. That is the engineer at NWBE designed the infiltration basin to specifically treat 765sq ft of roof surface area. When these provisions are met with the standards found in Section 9.5 that area is then excluded from the impervious surface calculations. With the proposed foyer and garage area including the new house but excluding the treated area the impervious surface totals would be at approximately 14.7%. -In 2019 it was somewhat unclear what the"true"centerline of Maple Terrace Drive was. The platted road width of Maple Terrace Drive (MTD) is a 32' wide right-of way. However, the centerline of traveled (or area where the blacktop is placed is not in the true center and is 6' closer to applicant's property. Per the ardinance requirements setbacks are measure to the centerline of the road but does not make the distinction between traveled centerline or platted centerline. For safety concerns and matters the Zoning Department often uses centerline of traveled for these setback purposes but in this case does lay cause to site limitations. There are also several other structures along this stretch of MTD that are closer than the requested 34' to the centerline of traveled. -It was further described by the engineer and the applicant that in order to maintain site stability and a properly functioning water diversion system that the proposed foyer/garage area should be attached to the main dwelling otherwise there may be undermining into the back of the house or loss of water onto an adjacent property. The applicant has described this in more detail within their submitted comments. �-- Hardship/Justification: Variances seek a relaxation of a standard in the code. The decision to grant a variance must be supported by practical justification,which includes 1.) That the code is unnecessarily burdensome and the landowner is not able to enact a permitted use without a relaxation of the standard; 2.) There are unique limitations on the property that prevent the landowner from meeting the required dimensional standard; and 3.) if the variance is granted, no harm will be done to the public interest or the zoning code. It is the applicants' responsibility to present the case and provide the "burden of proofl' as to why the variance should be granted. The personal situation of the applicant, financial hardship, convenience, a growing family, or nearby violations cannot be considered as valid reasons to grant a variance. Board Decision Checklist: (Approval Reasons): An unnecessary hardship is present and the current code requirements would be unnecessarily burdensome and prevent the applicant from using the property for a permitted use because: (Board of Appeals to choose specific conditions unique to property.May add or delete to this list): 1. No other alternatives exist. 2. The impacts of construction are being minimized by mitigation. 3. A minimal relaxation of code is being granted. 4. A permitted use is not possible on this property without a variance approval. 5. The circumstances are beyond the control of the applicant, and are unique to the property not the applicant. 6. The lot predates zoning regulations. 7. The construction matches the lot and available area. The hardship/unreasonably burdensome limitation of setbacks is due to unique physical features or limitations of the property and not the circumstances of the applicant as follows: (Board of Appeals to choose specific conditions unique to property. May add or delete to this list): 1. Very little or no buildable area exists. 2. The buildable area lot is very narrow. 3. The lot depth is very shallow. 4. Steep slopes exist. 2 5. The setbacks overlap here. 6. There is no other room for a septic system. 7. Overall small lot size. 8. Erosion exists. The variance will not harm the public interest or neighboring land uses, and damage the intent of the zoning code because: (Board of Appeals to choose specific conditions unique to property. May add or delete to this list): 1. Visibility is good at the driveway location. 2. Traffic is light. 3. The septic will be upgraded. 4. Traffic is slowed here. 5. A turnaround is proposed. 6. This would make a bad situation better. 7. Good vegetation exists or is proposed. 8. The proposed use will not harm the public, zoning code, or neighboring land uses if conditions are followed. 9. A literal enforcement of the zoning code would be unnecessarily burdensome. 10. The testimony in opposition has been considered but no valid reasons could be found to deny. (Approval Conditions): Therefore, the requested variance is hereby approved with the following conditions: (add or delete as needed): 1. The development must be in substantial compliance with the site plan and testimony provided at the public hearing. 2. The first floar elevation and filling and grading shall be done in accordance with the site plan and additional information provided at the public hearing. 3. The non-conforming must be removed within:days from the time the Land Use Permit is submitted. 4. All other required setbacks must be complied with. 5. All permits must be obtained, including land use,building, and sanitary. 6. All code requirements must be complied with. 7. It is the responsibility of the builder and landowner to protect the neighboring lots, lake, and road during construction. 8. Standard or Individual (pick one) erosion control and/or stormwater management plans (again either or both can be picked)must be in place prior to construction starting. 9. The driveway shall meet all code specifications and shall provide suitable turnaround to prevent backing onto the road. 10. The applicant will allow agents of Sawyer County access to the property to ensure compliance with the terms of this decision, Sawyer County codes, and state and federal L,aws. 11. The Board a�rees with the concerns of DNR but on-site observations and conditions of approval should mitigate those. (Denial Reasons): Unnecessary hardship is not present and the code requirements are not unnecessarily burdensome and will not prevent the owner from using the property for a permitted use because(Board of Appeals to choose specific conditions unique to property) : 1. The land owner has reasonable use already. 2. Cumulative impacts can be foreseen. 3 3. A self-imposed hardship cannot be grounds for an approval. 4. The Board concurs with the concerns expressed by 5. Other alternatives exist such as building in another location or building a smaller structure. 6. A loss of profit or inconvenience is not a hardship. � � The hardship is not due to unique physical features or limitations of the property and appear to be unique to the applicant as follows (Board of Appeals to choose specific conditions unique to property): L There are many other similar lots in area. 2. The code requirements are not unnecessarily burdensome and should be adhered to. 3. The hardship is unique to the property owner. 4. This is a self-imposed hardship. 5. No hardship noted. 6. A loss of profit is not a hardship. 7. No unique lot features were noted by the Board. The variance will harm the public interest or neighboring land uses, and damage the intent of the zoning code because(Board of Appeals to choose specific conditions unique to property): 1. An approval would set a precedent. 2. Public safety could be co�npromised. 3. This would make a bad situation worse. 4. An increase in water runoff'and erosion is anticipated. 5. Harm to water quality is anticipated. 6. The proposal appears to be for convenience to the landowner only. 7. An approval would undermine the code and harm the neighboring properties and public interest at large. 8. The landowner should pursue other locations or building plans. (Denial Conditions): Therefore, the requested variance is hereby denied with the following conditions(Board of Appeals to choose specific conditions unique to property): 1. The must be removed within days 2. The applicant will allow agents of Sawyer County access to the property to ensure compliance with the terms of this decision, Sawyer County Codes, and State and Federal Laws. (Tabled): The requested variance is tabled to the O business meeting or O public hearing scheduled for , 2022. � 1. This will allow the applicant to complete the following: 2. The applicant is instructed to contact the to attempt a resolution. 3. A plat of survey or Certified Survey Map must be made to accurately locate lot lines,buildings,and ROW's. 4. A better site plan with elevations drawings is necessary. 5. An erosion control and stormwater management plan is required,and must be approved by ZAC to address those issues. 4 � � Sawyer County Zoning Administration o O � Inspection Report � � � � � ., � � `. r Owner(s) Craig Robert Longacre (Bob Longacre) boblongacrel(�a,gmail.com � Address 2895 28 7/8 Street Birchwood, WI 54817 � a � Agent/Purchaser � Address � n � Bldr/Plber/CST � � � Address � O � Inspection � Private ❑ Public Violation � Zoning ❑ Sanitation � � � Dwelling ❑ Mobile Home ❑ Commercial � Garage ❑ Addition �, ❑ Setback- Lake � Setback - Road ❑ Setback - Lot Line ❑ Soils Verification � � Variance Required for reduced town road setback � �... .-� WD#258724 0.31 acres RR-1 Woodland Park Lot 6 #16854W Maple Terrace Dr. � � 0 :81CCCE�� l.pcK� � �-�, d � � �fa c-"`'►cs' 1'�y v�?n�� �'►� N y � ��dl(,G �t�Jd�- l�+G� ���j� , - d y � � b C17 a�e�°' � 7� ,�„jK,(�,� a raa,L,ur� �r�:� «+ct � ' �' . � o �a e r_ S9 rtic+urc. �-o �e y� � S�� ba`r ��`'�' y � �a^ �.�..., 9 -� � � �_a-w �r ra�� yo� �, .� } �` . , _ r �� . __� �2n�C ��� D -i- p�a�� I��t,�.`1 �'�'' C�+r° , a-p , I � . ` 'a s Qf�� ��` � G/L a-� �-�avt�c� . � ,p K nNy o I� / - ' - � +� fneus(ti� -}a Loc�vC mi�,�-�'�al�q S 4��_ :o r �J ' ' � � � � '� � �� r0a-S I�IaS P�ACe� .r G�rC�c�' . • �. x/I .24 � r � yP� �+ w��l� o��y ���,:� , Z, � /��'�� zo' o a.3 c� �e�;e � -F�r vu��Qnc�, �. 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Discussed with Bob Lon acre & Ja Kozlowski � w� �01rt� 16 f Date & Time OB�3� ��. 11`3►� � Signature of Inspector Variance Application # 22-001 Town of: Edgewater Date of Public Heari�g: June 21, 2022 �rit��' Mail Original to: Sawyer County Zoning & Conservation Email: Kathy.marks@sawyercountygov.org 10610 Main Street, Suite #49 Hayward, WI 54843 715-634-8288 Owner: Craig Robert Longacre Address: 2895 28 7/8 St. Birchwood, WI 54817 Phone: 715-651-2961 Email: boblongacrel@gmail.com Legacy PIN�i008-192-00-0600 Acreage: 0.31 Zoned: Residential Recreational One (RR1) Property Description: Woodland Park Lot 6. 519, T39N, R09W. Site Address: 16854W Maple Terrace Drive. Application for: The construction of a 24' x 24' (26' x 25' with eaves) attached garage and a 5' x 24' portion of an attached foyer onto an existing permit primary dwelling. The proposed attached garage area and a portion of the foyer area is needing the variance approval. The attach garage would be 34' at the closest point to the centerline of Maple Terrace Drive, a town road and 24' at the closest point to the road right-of-way. It should be noted that the traveled width of this Town Road is only 20' and is not located in the middle of the platted road right-of-way. (additional diagrams are included within the case file that further describe this) Variance is requested as: Section 4.21(3) Setback Requirements on Highways and Roads, Sawyer County Zoning Ordinance, would require the prior granting of a variance for any structure located closer than 63' to the centerline of a Town Road or 30' from the right-of-way, whichever is greater. The centerline setback of the traveled roadway is greater. *Please Print & Sign (Property Owner): a-) �� � 1• �On �� �/ % �L, � �origa�l'e, ���- The above person(s) hereby make application for a Variance. The above certify that the listed in ation and intentions are true and correct. The above person(s) hereby gives permission for access to the property for onsite inspection by Municipal Officials. Name, Address, Phone & Email of Agent:_ Fee: 750.00 5/6/22,9:48 AM Real Property Listing Page Real Estate Sawyer County Property�isting FropertyStatus: Current Today's Date:5/6/2022 Created On:2/6/2007 7:55:14 AM �Description Updated:1/25/2021 �Ownership Updated:1/25/2021 Tax ID: 7869 CRAIG ROBERT LONGACRE BIRCHWOOD WI PIN: 57-008-2-37-09-19-5 15-124000600 Legacy PIN: 008192000600 Billing Address: Mailing Address: Ma ID: -6.6 CRAIG ROBERT LONGACRE CRAIG R06ERT LONGACRE Municipality: (008)TOWN OF EDGEWATER 16854W MAPLE TERRACE DR 16854W MAPLE TERRACE DR STR: 519 T37N R09W BIRCHWOOD WI 54617 BIRCHWOOD WI 54817 Description: WOODLAND PARK LOT 6 Recorded Acres: 0.268 �Site Address *indicates Private Road Calculated Aaes: 0310 16854W MAPLE TERRACE DR BIRCHWOOD 54817 Lottery Claims: 1 First Dollar: Yes J Property Assessment Updated:6/28/2021 Waterbody: Birch Lake 2022 Assessment Detail Zoning: (RRS)ResidenGal/Recreational One �e p�� Land Imp. ESN: 430 G1-RESIDENTIAL 0.268 62,100 134,600 ��Tax Districts Updated:2/6/2007 2-Year Compariwn 2021 2022 Change 1 State of Wisconsin Land: 62,100 62,100 0.0% 57 Sawyer County Improved: 134,600 134,600 0.0% 008 Town of Edgewater TOUI: 196,700 196,700 0.0% 650441 Birchwood School District 001700 7echnical College �Property History ���Recorded Documents Updated:1/25/2021 N/A O WARRANTY DEED Date Recorded:1/13/1997 258724 595/49 O NOTE Date Recorded: https://tas.sawyercountygov.org//system/frames.asp?uname=Kathy+Marks ��� . 6�s�cN uKe • � � ��� � W040LAWD�; � � r +_ _ — L4• 'o� ofCK! e.�'� I f � a�� ' ``���G��N'$��a4� ray � ��9 — --, I c f DAVIp F. �% � ._ _ ^ � � / RIEDEH �� � �*� 5-1737 a y BIRCH4VpQD s yy� �%lS4tNdr "aiN� SUiN�y� a No64E � mna�nnn�a , �,��Q� �u)� ; ti n �v� To ��',: � �1-15-�z�t ` `_ Z0 _� �` 1 , (� ei'einQ� ` � . i 7.oN n�l � 2q� � I � N PRDPDSED . . froYBR t _� t 1 � �� � IxoPs�6v � �2 s ttP+R�t4 � , � G °� � � ' ty �CaR�°C-� �eP 31 _s„ �,;� 3 i� � � Ld� J d � ' � " � ll h�` j � � I � � t�- A 1��- 7.0� � x-D2iu�Wn•y . 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' ���J}} ''S}�, w.a t, � „u'= :�.j• r�`� s f r �.�j� � �.�d♦ . �' ,� . . S�y i�E,•,' �eI :�� T: ��.lr =y� �.�. I � h :" , .`�t f''." � . �' t.,','4 � `�'v� 1Y7 Ri'i'�N� 1°i.� � ��^. `'�f .c ` : � � N - • " r6.'3 '• _✓�Y ,'�x "`f• .�n �71 �� � t. w-�. hyy.r;i � / � � APPLICATION FOR VARIANCE SAWYER COUNTY BOARD OF APPEALS ADDITIONAL INFORMATION (To be completed by appticant) Completed by_Craig(Bob)R&Lisa R Longacre (First Name) (MI) (Last Name) The purpose of this form is to provide you with information that pertains to the granting of"area/dimensionaP'variances and to assist you in preparing for your presentation before the Sawyer County Board of Appeals.Use additional paper for responses if required. Example responses are not related to any variance ever reviewed by the Board of Appeals. This form will become a part of your application packet and is to be returned to the Zoning Department by the variance application deadline. Part 1. Applicant supplied Information. Current use of vour propertv&improvements-(e.g.,`Properry contains a residential home with a detached garage."). The property presently contains a full time residential house built in 2020.Due to the lot being a narrow 66'wide and very steep,as well as conforming to the setbacks from the water and sideyards we wuld only build a 1400 sq.ft.,1 bedroom house Describe the variance requested—(e.g.,"Add a 15'x 20'addition to the side of the home."). The constraetion of a 24'x 24'(26'x 25'with eaves)attachcd garage and a 5'x 24' portion of an attached foyer onto an existing permit primary dwelling.The proposed attached garage area and a portion of the foyer area is needing the variance approval.The attach garage would be 34'at the closest point to the centerline of Maple Terrace Drive,a town road and 24'at the closest point to the road right-of-way.It should be noted that the traveled width of this Town Road is ouly 20'and is not located ia the middle of the platted road right-nf-way. Describe the effects on the aropertv if the variance is not aranted—(e.g.,"The addition is required for year-round living and protecting ptoperty value."). Due to the steepness of the lot,the current driveway is too steep to park vehicles on during the winter.Parking on a 20 ft wide road during the winter hinders snow removal and possibly emergency vehicles,as well as other people using the road.Us as well as visitors and package deliveries have had to deal with slippery/icy conditions.Even though we have taken preventative measures,there have been a couple falls. Describe altematives to the reauested variance such as other locarions,desiQns and � construction techniques Attach a site map showinQ alternatives that vou considered in each category below. a) Alternatives you considered that will comply with existing stxndards. If you find such an alternative, you may move forward with this option with a regular pemiit. If you rejected cnmpliant alternatives, pro��ide die reasons that you rejected them. (c.g.. "Space is not a��ailable to expand in any othcr direction or location. House is too close to the side lot lines and the lake." If a detached garage would be built, it would need to be in the center of the lot, like the house is. I ahibit i is a photo of the neighbor's garaKe to the east which has an elevated garage with a basement under it. The floor of the basement being at ground level, and apprnx.. 4 ft. helow the floor of our house. Note that this garage recently had the entire block foundation and floor rrmoved anJ replaced as well as, most of the cabin crawlspace block foundation. This side is also used for stormwater management. Detached garages built on a steep hill have a tendency to gravitatc downhill. Thc neighbor's garage to the V1'est has grar itated duwnhill due to settlement Scc I:shihi[ 2 The West side of the lot contains the well, LP tank, and septic holding tank. This is the only location these could be put. This side is also used for stormwater management. A detached garage would need to be elevrted and the distance betwren the back wall of the garage and the house would be very narrow. Managing any stormwater run offwould be very difficulL See attached suney b) Alternatives you considered that require a lesser variance and reasons you rejected them. (e.p., ".Addition is the mi�imum size that is required."). Having a 20 ft. roadway and stecp lot severely restricts any alternatives. A side load garage is not feasible due tn the narrow and steep lot, as well as the neighbor's garage bein�elevated. The only feasible location for a garage is in the center of thc Iot, due to rexsons stated above. Per our architect, a 2A' setback from the road is a reasonable distance for cehicle parking. A reasonable garage depth of 24', this would leave a distance of 12' Trom a garage to the house. With the difference in elevation of a garagr floor and the house floor there are concerns about being able to address stormwater management which could cause erosion around the house and garage foundations. The back wall of the garage would have to be backlilled and sloped for stormwater management, as well as, frost protection of the footing. Exterior stairs during the winter months would be difficult. Dcscribe [he impact on vour propert� and adjaccnt properties if the variance is r�anted. (e.g., "Erosion during construction —will be controlled with silt fencing After construction there will be a greater impervious surYace area. Gutters and downspouts will bc used to divcrt water awa� from other properties and the lake. Shoreline bufierzone �+ill be planted with native �egetation. trees and shrubs.'�). I�,chihih � R J is correspondence from both neighbors stating they arc pleased with our drainage efforts. We have alread� takcn many steps that havc had a positive impact to both neighbors as well as the lake. .411 water stays on our property, where it previously did not. In w'orking with Heather Harrington, Northern Wisconsin Based Engineers, all thc stormwater run off on the property now drains into both sideyards and travels down ro a detention pond under the lower deck. All gutters and downspouts are directed to this detention pond as well. With rirgin ground Ne were able to build a larger detention pond than whet was designed. The original design was calculated for water storage of future expansion of roof surface. All water in the detention pond percolates into the ground. There are tv��o 4'x 4' x 6' deep holes dug, lined with permeable fabric and filled with 3" ruck. Part 2: Three-Step Test. To qualify for your requested variance, vou must demonstrate that your propert�� mects the following lhree raquirements. This is known as the "lhree-step tes/." ]) Unique Propertv Limitations. Unique physical limitations of the property such as steep slopes or wetlands that are not generally shared by other properties must pre�ent compliancc �tiith ordinance requirements. The circumstances ofan applicant (�row'ing famil�. need for a larger garage etc.� are not a factor in deciding variances. Nearhy ordinance �iolations, prior variances or lack ofobjections from neighbors or the TowT Board do not provide a basis for granting a variance. Do unique physical characteristics of your propert�� �re��ent compliance with the ordinance? � Yes. Where are they lucated on your propem'? Please sho�v the boundaries of these features on the site map that you used to describe alternati�es considered. (e.g.. "There is a wetland area that extends around one side oC the house and also behind the house."1. Due to the lot being narrow at 66' and very steep,we have very few options as to how to improve and mana�e stormNater runuf'1: �1'e are also dcaling with a very narrow roadway of onh 20 ft so to work within a 63 ft. setback is to say� the least, ��en� difficult. See attached survey. ❑ T�o. A cariance cannot be granted. 2) No Harm to Public Intcrests. A vaziance may not be granted which results in harm to public interests. In applying this test, the Board of Appeals must consider impacts of your proposal and the cumulative impacts of similar projects on the interests of the neighbors and the entire communiry. Some, but not necessarily all of these considerations aze: (1) Public health, safety and welfare,(2) water quality, (3) fish and wildlife habitat, (4) natural scenic beauty, (5) minimization of property damages and (6)achievement of eventual compliance for nonconforming uses, structures and lots. Explain how the granting of this variancc would not harm the public interests or how it may even enhance the public interests. We arc not aware of any adverse impact the proposed foyer/garage would 6ave on public interest. As stated previously,not having vehicles parked on the road especialty during the winter would only make it a safer road. 3) Unnecessary Hazdship. An applicant may not claim hardship because of conditions which are self- imposed or created by a prior owner(for example, excavating a pond on a vacant lot and then azguing that there is no suitable location for a home.). Courts have also determined that economic or financial hazdship does not justify a variance. When deterniining whether unnecessary hazdship exists, the property as a whole is considered rather than just a portion of the parcel. You aze applying for an"azea variance.' Au area variance relaxes a dimensional standard such as a setback, frontage, lot area, or height. For an area vaziance, unnecessary hardship exists when compliance would unreasonably prevent the owner from using the pronerty for a permitted puroose or would render conformity with such restrictions unnecessarily '� burdensome. The importance of the public purposes of the ordinance, the degree to which the restriction supports those purposes and the extent of the rela�cation of the restrictio� are weighs against the limitations full compliance would impose on use of the property. I Is unnecessary hardship present? � � Yes. Describe. Again having tu park on the road during the winter months poses a hazard due to the narrow 20' roadway. Vehicles on the road creates obstacles for vehicles passing, especially oversized , such as i Emergency vehicles, garbage trucks, prupane trucks, etc. ' We as well as visitors have fallen on the driveway during icy conditions. ❑No. A variance cannot be granted. µ • � q �.: � ,, t ,1 f � � ' + t i'' '�' , �7� r, br� • � r �•� � . : � ,jj�j ���� �'�'�` � ey , �'�,�!y��`f�r�, , ��!"'+,,� ��� `� ,� � 1 1 �i f'� �P'�ra.� Spa� g1�`U� ;t'7��� `-.�4�TS �({ ��� ��f � K '� s� �� � + �i �i � ti � � � t: �� y �- ta '�.\ a�}. ♦ �• ' f ��� . / ( e d�',�¢ (y- �/• �'i`, � A : �{� ' ��-a�Y" �'�� � & � 11� !'�i?� • �F'"��� ,�1 �� / ; �� �, '� , � � ,, `� , `•: y� � _� -� �:.�. 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"wR ._. r'` C. . ^�'� +� 5;..���.�j� •.�•..: ..yne �ya A�S�'-� b.�+i..�. � . � " t ".''Ar � / � � � � C�mail Bob Longacre<boblongacre1@gmail.com> Re: New Variance Application 1 message Wilbur Scheibe<willyshybee@gmail.com> Fri, Mar 11, 2022 at 8:10 PM To: Bob Longacre<bobiongacre1@gmail.com> I would like to thank you for getting in touch with me about the water drainage, I was amazed to see how well your drainage system worked. Didn't have any water coming on my property! I appreciate all the effort you put into retaining the water on your property thank you! Sent from my iPhone >On Mar 10, 2022, at 10:06 AM, Bob Longacre<boblongacre1@gmail.com>wrote: > > >Wilbur > In starting the process of going back to Sawyer County for a garage variance in the next couple of months, we wanted to reach out to you regarding the work that has already gone on. �All during last summer and fall our goal was to keep ALL of the water drainage contained within our property. Our observations were that with the ditching, check dams, curb logs, erosion control blanket and straw bales it appeared to us that all of the run off was directed to the detention pond under the lower deck. In working with our drainage engineer there is still some work to be completed the bottom of the pond. Last fall the engineer had their crew out to verify the location of the house on the property and the size of the detention pond.As we have stated from the beginning,we were going to meet or exceed the requirements of building on the lake. Our engineer has reported back that the house is located where it is supposed to be and the water storage capacity is 8 times larger than they designed. >We are reaching out to you to see if your observations are the same,that no water is leaving our property in your direction? I think we can all agree that this reshaping of the area between us has greatly reduced the amount of water that was directed toward your cabin? >We just want to be sure that when it comes to the county we are able to report that we are meeting our drainage requirements and that there are no conflicts. > Bob and Lisa Longacre >715-651-2961 > ! �X������ 3 ,� � i i I I � Gmail Bob Longacre<boblongacrel@gmafl.com> Re: New Variance Application 1 message B.R.(Dick)Darreh<info@bwdarrah.com> Sat,Feb 27,2021 at 11:14 AM To:Bob Longacre<boblongacrel@gmail.com> Bob Thanksforihe heads up. I know you have done your best to solve any water problems and if anything comes up in the future we can work together to solve it. When you go for your garage variance we will not oppose it. Thank you for your cooperation with Tom this past year and I hope he can complete our boathouse project early this Spring. Dick On February 27,2021 10:18:59 AM CST,Bob Longacre<boblongacrel @gmail.com>wrote: In starting the process ot going back to Sawyer Counry for a garage variance in the next couple of months,we wanted to reach out to you regarding the work that has already gone on. All during last summer and fall our goal was to keep ALL of the waler drainage contained within our property.Our observations were that with the ditching,check dams,curb logs,erosion control blanket and slraw bales it appeared to us that all of the run off was directed to the detention pond under the lower deck.In working with our drainage engineer there is still some work to be completed the bottom of the pond.Last fall the engineer had their crew out to verify the location of the house on the property and the size of the detention pond.As we have stated from the beginning,we were going to meet or exceed the requirements of building on the lake.Our engineer has reported back that the house is located where it is supposed to be and the water storage capacity is 8 times larger Ihan they designed. We are reaching out to you to see if your observations are the same,that no water is leaving our property in your direction7 I think we can all agree that this reshaping of the area between us has greatly reduced the amount of water that was directed loward your cabin? We just want[o be sure that when it comes to the county we are able to report that we are meeting our drainage requirements and that there are no conflicts. Bob and Lisa Longacre 715-651-2961 Sent from my Android device with K-9 Mail.Please excuse my brevity. �.Xh i�i� � za'o" 4 4 R v v 6' .asove Nouse v� 04 o� �jo o GARACsE ry o A � A 2 4 rc /Yd,T� A `!l lJ./ j, u SAME LE L AS HOUSE d � 4 • °� 4 m - � FOYER MtJDROOM � - 0 �� � 9 � -' - r� o ' � Ad d 3C B'-0" O 4'-0' 12'-O" ip 7.�. S R 0 O� y LAUNDRY �� � p in _ � p � k '� �x�i, � - 4 � 3'4" 0 r 4'-0�� 'C' v � -v 6-0•' �m . o MASTER BEDRDOM °� �; Do �I r A W D rn 004 V N 1 r zl I I I = r f I I CRAIG ROBERT LONGACRE EROSION CONTROL LEGEND DOCUMENT # 258724, VOL. 595, PG. 49 OF DEEDS e — SILT FENCE LOT 6, PLAT OF WOODLAND PARK, SECTION 19, T37N, R9W, TOWN OF EDGEWATER, SAWYER COUNTY, WISCONSIN m EROSION BALE, BARRIER TEMPORARY SEDIMENT BASIN 'i L III Ij l l l swSURFACE WATER FLOW i I 5 5 j■ U'� ---- 3 --------L-- _- - {--^--------,hP.L S_----r--�i'___d1'4�"1�,163v0?^ ---- --J-i-------'- -II I- l - - ! ```�----�Iti--- `---- -- I I -�s - - -------- ---- --�'� - -- j S j ` �' 7.5 is f % CALE, FEET 0 I DISTURBED AREA y; ` 1 iI — — — — s. — — — — ,— f { I �QVERFLOW I'm ~ H a ±FROM BASIN I^ \ , m to f` M a 1 z�N I 1 Cii I n CC +� D1! 1 { j•I C) / 1� oDG fr1 1 m • / �7 O z n O � ly to may. N m !- -i --1 I o �1 rn a RO�O0FSHLr EFLOW m z D�rnG[TTERTY9 y�4111 11V 2 W Z �J m .• I I 1 1 j m -BdL�ILTASyII -- — a-J INFILTRATIIN BASIN FlEE. �246]'." i VflL,l457 CIF ■77 O +� s 1� GUTTER BRAIN r0 r f j I III II I I INFILTjiAT10N BASIN PP.) � 1 r it I SW i� lil I ► � �I 1 j � f, � � ssv rr I i I '= 'I II I ORIGIN$ F#bED BY i __-_• ------------ - - - - - - - - / 1 r ] • fl f 1 " v. �q .. P.L N27' 01' 40"W, �59.80' r /l --. ----- -! ---- , IMPERVIOUS SURFACE SUMMARY uu��tlry�} pp����ssyy�p� IMPERVIOUS SURFACE AREA EX. CONDITION POST -CONSTRUCTION' 13f�I1[l�ltl�7 1 ON INCLUDES OVERHANGS) 0 SF 336 SF i I _ HOUSE (INCLUDES OVERHANGS) 1,680 SF 1,960 SF j , + ; uEA-�2n7prjR74 43 a GARAFOYEGE (INCLUDES OVERHANGS) 0 SF 728 SF / I1 II 11 Elnlptivnfiv �r r, TOTAL 1,680 SF 3,024 SF f I ff %jjjjl [ f I V W " I � � % J IC TOTAL % IMPERVIOUS (AREA FROM WATER'S EDGE) 14.3 % 2S.8 % ? / ■ I I �>ti r 1[ L 4�4F MPERVIOUS SURFACE IN EXCESS OF 15% REQUIRING TREATMENT 1,267 SF 1 il:ift i (POST-CONSRUCTION) 1 I DATE: INFILTRATION BASIN VOLUME REQUIRED TO STORE PEAK RUNOFF FROM 151 CIFLEGEND ' 1,267 SF (10-YEAR, 24-HOUR RAIN EVENT) O CALCULATED POINT (NOTHING SET) 1 ACCEPTED FOR a r,-- CRAIG ROBERT LONGACRE INFILTRATION BASIN VOLUME REQUIRED TO STORE PEAK RUNOFF FROM 423 CIFPROPFOUND IRON PIPE (SIZE AS NOTED) I 2895 287 8'STREET 3,024 SF (10-YEAR, 24-HOUR RAIN EVENT) .D i BIRCI•IWOOD, WISCONSIN 54817 RA RECORDED AS ROOF AREA TO BE DRAINED TO BASIN 3024 SIF X/ 2-2- I / ACTUAL BASIN STORAGE VOLUME 457 CF I f ROBERi G� I 1 PREPARED BY POST -CONSTRUCTION IMP. AREA INCLUDES ULTIMATE PROPOSED HOUSE, STORAGE/FOYER, I Surveyor NWBE- B. ZEMBO/1. SKAR AND GARAGE. I Designer NWBE- G.COLBCRT, PE I Project Manager NWBE - H- HARRINGTON, PE I PROJECT NO: NWBE 2014 HWY: 16854W MAPLE TERRACE DR COUNTY: SAWYER EROSION CONTROAL AND STORM WATER MANAGEMENT PLAN SHEET E FILENAME: W:\NWBE_PROJECTS\DESIGN\2014_LONGACRE-BIRCHLK-SWP\C3D-18\SHEETSPLAN\050203_PN-LONGACRE-SWPREVISED,DWG PLOT DATE: 6/16/20229:48 AM PLOT BY: SHANE YODER PLOT NAME LAYOUT NAME - Longacre_pn-01 PLOTSCALE : 11N:15 PT WISDOT/CADDS SHEET 44 5 5 NOTE: THIS IS NOT A PROPERTY SURVEY. ELEVATION CONTOURS PROVIDED FROM FIELD SURVEY PERFORMED BY NWBE, INC. HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN COORDINATE REFERENCE SYSTEM (WISCRS), DOUGLAS COUNTY, NAD83 (2011), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES, GRID DISTANCES ARE THE SAME AS GROUND DISTANCES. ELEVATIONS ARE REFERENCED TO NAVD 88 ( 2012). GPS DERIVED ELEVATIONS ARE BASED ON GEOID 12A; I P.L N27° 1)I' 40" W, 163-03' ________ - —------ ----------------- ___—_—_---_---_________---_—__- r-�\------------------------.1 i 11 �1 { LIMITS Of 1 1 DISTLIRBEDAREA 1 1 I 1 I 1 j n 1 A LD LL I � TIT A CT) > Ov� 00 amF- j3 _< +n z fTl C'�it n �iY LA Z`�xx m y 1 An 1 EROSION CONTROL LEGEND �-= SILT FENCE EROSION BALE, BARRIER TEMPORARY SEDIMENT BASIN Sw� SURFACE WATER FLOW CRAIG ROBERT LONGACRE DOCUMENT# 258724, VOL. 595, PG. 49 OF DEEDS LOT 6, PLAT OF WOODLAND PARK, SECTION 19, T37N, R9W, TOWN OF EDGEWATER, SAWYER COUNTY, WISCONSIN • 'I � III II I I •{ I I 1 I� ICII II I, I14{ I ____-- _ _---_____ ------------ ------- ti I I I I I — --.r — — �•• OVEHFLQVy 1_. --- -- ----�- I C'fROMiASIN + ^ I 1''--- �D� rJ �• ROOF SI I LET FLOW L: TOGU7'1ERTYP. I 1 II 7'� I AS -BUILT y s,J _ -- --------_a---� -- ------ --� J IN1,ILTRATION BASIN ]. �� tf �`�- �r : ^- vy FLOOR ElE- 12.16-7'- �b f VOL. 457 CF 1 � . J GLjiTER DRAIN TO J 1 ❑'rj /J 1Nf ILTRATION 9ASIN (TYP.) 1 � I / 1 ' - - - - - - - -- .-. - - - .-. - - - - - - - . .. _, LIP - P.L N27' 01' 40"W, 159.8()' 7711 I IMPERVIOUS SURFACE SUMMARY IMPERVIOUS SURFACE AREA EX. CONDITION POST -CONSTRUCTION" HOUSE (INCLUDES OVERHANGS) 1,680 SF 1,960 SF FOYER (INCLUDES OVERHANGS) 0 SF 336 SF GARAGE (INCLUDES OVERHANGS) 0 SF 728 SF - TOTAL 1,680 SF 3,024 SF TOTAL % IMPERVIOUS (AREA FROM WATER'S EDGE) 14.3 % 25.8 % IMPERVIOUS SURFACE IN EXCESS OF 15% REQUIRING TREATMENT 1,267 SF (POST-CONSRUCTION) INFILTRATION BASIN VOLUME REQUIRED TO STORE PEAK RUNOFF FROM 151 CF 1,267 SF (10-YEAR, 24-HOUR RAIN EVENT) INFILTRATION BASIN VOLUME REQUIRED TO STORE PEAK RUNOFF FROM 423 CF 3,024 SF (10-YEAR, 24-HOUR RAIN EVENT) ROOF AREA TO BE DRAINED TO BASIN 3024 SF ACTUAL BASIN STORAGE VOLUME 457 CF *POST -CONSTRUCTION IMP. AREA INCLUDES ULTIMATE PROPOSED HOUSE, STORAGE/FOYER, AND GARAGE. tMr"vlo 5u('f--G-e—S G� r\5 LEGEND E O CALCULATED POINT (NOTHING SET) Ir D D Ip PRo P FOUND IRON PIPE (SIZE AS NOTED) � � V RA RECORDED AS PROJECT NO: NWBE 2014 1 HWY: 16854W MAPLE TERRACE DR FILENAME: W:\NWBE_PROJECTS\DESIGN\2014_LONGACRE-BIRCHLK-SWP\C3D-18\SHEETSPLAN\OS0203 PN-LONGACRE-SWPREVISED.DWG LAYOUT NAME - Longacre_pn-01 COUNTY: SAWYER I sw { PLOT DATE : 6/16/2022 9:48 AM yv �' 1- I I I I I. I I r� - ----�-�_--v-------------------- r, I I I r r + i I I r I 1 I 1 1 1 1 1 1 1 1 I 1 I 1 I I 1 I 1 1 1 I I I EROSION CONTROAL AND STORM WATER MANAGEMENT PLAN PLOT BY: SHANE YODER PLOT NAME: PLOT SCALE: SCALE, FEET 0 7-53.5 4 03 c� x n m 5 ORIGINF4j MqED BY E-2717 pni z 1'ON 4�.rM� �''•^M1r'r ACCEPTED FOR CRAIG ROBERT LONGACRE 2895 28 7/8 STREET BIRCHWOOD, WISCONSIN 54817 i Afl B1:Rr t G R� PREPARED BY Surveyor NWBE - B, ZEMBO /J. 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'w����i _ � �'� s4-���;: -r -c�l� � .^ �w � �Y+��a� �i. 1 �.:a� � -. .� a#r���• ,s.y_ ,0'a# �w+' :`��q s''�I,�' �r-. v�T�o.y:. i6� .�i, m o;4•� Q�,4 ..� ;�a- y 1. i �, e� � .,r + � .„5 . ��� .�,�� �.;f Y i�� -v �h _ .� i�'�� �f�� �'� :��'� ..tc� �2' 9� . ,dr.� •� � � j .� _ �y ; :; `''� `�,� '� � � f �� > :� 4 1�,. t K 4 • ( ' �{,t����� �.. t, ._,� t '�j�g�� : ` - � � .?a* �` Z _._.._ a .,,,.E�R��. '-`"�. _ �� +t�Ii, ,�r' o�v 4�` � � �- '.�� . .�.•� (�rtc:� �g2 -, ,�y �.. --,,.,�.,-; .: - -� � �-� �- - __. . .. u .. . --.... . . ,..., �q�. _ r����•3avyn�.i � -o�o�� o `s � � . � � Sawyer County Applfcation for G `0 � 10610 Main St. Suite 49 �/� ��y5�?5;��� 3� � Hayward WI 54843 r� �� " "", D # � . 715/634-8288 �MAY � 2 Z(� — i SnWrc:�CCU;.;;y� O CONSTRUCTION SHALL NOT BEGIN UNTIL ALL REQUIR2�PL�1NL1'�;lIA+V�;�N �� -� ISSUED. SIGNATURE OF PROPERTY OWNER IS REQUIRED. I -i ��,' 0 �', _ �� Owner � � . � - . Contractor.(�( �' n. � C�l 11' Mailing Address:G � �j p ' �� �' Mailin Address .�_ �'��� �� ! Cit . State,Zi : � �)1 ' �- , �j .� ��'.. City,State. ZiP: . S�-� I ��, Phone: �l - �1-G�1(�l I I Phone: � m � ! n Email: � � Ai , ' �frl '�� Emafl: �0 _ _ � srtaada�ess: I(�45���)M��T�;foLe���' Bi��'hwcrra� l���'S`1817 � Calculate gratling area: (Total area disturbed including ezcavation,fiil,grading, �, � landscaping,equipmeM ruKing,andlor other areas vegetation will be removed resulting 'I -D in exposed soil) N 1 . Determine width of disturbed site in feet 66 ft.x depth of disturbed site in feet �38 R. G � Total= 9,100 sq.ft.(ihfs is the area calculation) '� �I � Determine Slope of disturbed area: Verlical heigM ir,feet Z� + Honzontal distance in � feet �38 =Slope 1 g6 X 100= �9 6 %Slope �� i (1 Vl1H=Slope X 100= Percent Slope) �, � � .�! `For any£Iling or grading of any area which is within 300 feet landward of the ordinary ,; � j high water mark(OHWM)of navigable water and which has surtace drainage towartl the '�, � 'I water and on which there is either. ' p 'i (1) Any Flling or grading on slopes oT more than 20%. t� '�, � Filling or grading of more than I,000 sq.ft.on slopes of 12%20°/. � ''�,.. (3) Filling or grading of more than 2,000 sq.ft.on slopes less than 12%. � '�, � (4) A Greding Permit is required for any filling or grading in excess of'10,000 sq.ft . i � withln 1,000'OHWM of navigable Iakes,ponds, or Flowages OR within 300'of OHWM of il (j navigable rivers or streams. , .a,_ Date activity will be9in rf permit is issued: � �, �' ate to be � � . completed: � . 'l�"+.;. !� �i��i`, � I�, �����ie . Attach engineering design or complete the following using additional sheets: i ! 1. Describe proposed erosion control installation, construction phases,and finished sde grading. y ! InGude timeline, methods, and materials. (Silt Fence alone is not ample erosion control for c ' most skes) . � D � Prior to Constructio� � m � t.Silt fence wiil be installed along the west and east property lines and parallel to the shoreline at .� � � approximate elevation 1240.0. (See Exhibit 1 for Sill Fence Details) �� �� �, 2 A single row of erosion bales will be Installed immediately behind the silt fence at elevation 1240A to � � I support the silt fence and create a+/-500 d temporary sediment basin.(See Exhibit 2 for Erosion Bale Details). � 3.Turbidity barrier(AKA Foating Sil�Fence)will be installed in Birch Lake approximately 5 feet from the shoreline for the entire width of ihe lot.(See Exhibit 3 for Turbid!ty Barrier�elails) �, 4.See Exhibit 7-Erosion Control and Storm Water Management Plan for approzimate erosion control device '� placement � I Durina Construction � 1.All sfockpiled mater.al fmm disturbed areas that remain for longer than 70 days will be seeded with �, I WisDOT temporary seetl mix.(See Exhibil4 for WisDOT Seeding Details) 2.Slit fence wlll be Inslalled along the downslope toe of stockpiled materiaL � � Post Construct� ' 1.Slopes will be resbred to approximately existing elevafions. 0 m 2.All disturbed areas will be re-topsoiled with 4-inches of topsoil salvaged from the site. � � 3.All[opsoiled areas will be seeded and fertilized.(See Exhi6i[4&5 for WisDOT Seeding and Fertilizer �, � � Details) � � 4-Erosion Mat Ciass L.Type B Urban will be placed on all topsoiled areas (See Exhibit 6 for Erosion Mat Details) �, �' 5.All temporary erosion control devices will be removed after ihe site has been stabilized. �, 4 V 2. List temporary seed type and rate, permanent seed type and rate,fertilizer type and application rate ('rf applied),and mulch type and application rate. WisDOT Temporary Seetl Mix�31bs11000sf WIsDOT Seed MixNre#20 @ 31bs/s-f(See Exhlbit 4 WIsDOT Seading Detalis) WisDOT Fertilizer Type B@ 7#lsf.(See Exhibit 5 for WisDOT Fertilizer Details) Erosion Mat Gass I,Type B Urban will be placed on all[opsoiled areas.(See Exhibi[6 tor Erosion Mal Delails) 3. Attach a plot plan of project area induding location of any wetland(s)andlor waterway(s)(indicate area belween grading project and water body to be left undisturbed), location of excavated material, lowtion of all storm water and erosion control Best Management Practices(BMP's), property lines, existing drainage, post grading drainage pallem,and north arrow.(Silt Fence alone is not ample erosion control for most sites) See Exhibit 7-Bosion Con[rol and Storm Water Managemen[Plan sww�E�aos.�. � � � ourxoi..ni. ��o - � �� ♦ __ vv.auHms � � ti '� '_'_ .�� __ — . I .` �..�'_ �E . � w�w� .o� � Q \ � ----o�'.�":� I . �I � � i �� ._.--� . i� � . i� . � ��'—�- ��— � mevc ' � 0 --.. .�, � �\ � ^���ra� <�'.'�-."'uan.�. I I ^� I �.��nnµ i � � . �,�,�, I� ; _-�t �J�� � �,.� � i �. o„��� I�.�i, � ¢�': .'� �� r��,,..�. ,.,.��"—_�-- ��- . "__— ��_- •;> SCLLE�'�p' ��_ . 4- Attach a cross sectional view of project area including the existing and proposed slope of the bank, - water level of any existing waterway,and homm�tal and vertical scale. See Exhibit S-Cross-Section View of Project Area Initial below ��All BMP's and erosion control devises will be inspected weekfy and after rainfall of%'or greater within 24hr period. . ��=�'� In accordance wifi the Sawyer County Zoning Ordinance section 4.281(Adverse Effects On . Adjacent Properties). I hereby declare that the construction and/or grading permitted under . this permit will not affect or interfere with neighbonng properties drainage pattems.Any change in drafnage pattems which are determined to be detrimental to neighboring properties will be corrected at Ihe expense of the property owner referenced on this permit. The undersigned certifies that the listed information and intentions are true and correct,that all work shall be perfortned in compliance with the requirements of the Sawyer County Zoning Ordinance � and the laws and regWations of the State of Wisconsin.The undersigned person(s)here6y give permission for access to the property for onsite inspection. ��/n � �-----�K-- ir—�T � Ori nal Si�tu � of property owner(or agen[with Power of Attomey). Permit Fee: �1(�!) DU Rev-1/2020 � , (D 9-6 3 9 '4�0'S . � - y � �� o� h� m� Y �$ �� ^ �4 _ . �o�: Q '" cw> i[ � ' � � _ �� m i z 'v^ � y� $ Sm' _ E> ��' a �-' �` ho X �p • 1! r' ._.=,.T . . F- � ~ i`z . W � � �� a r ' _ _ \� rr �� Z a w " ' � � N o- �.o - �_. 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Section 630 Seeding 630.1 Description c,�This section describes preparing seed beds and furnishing and sowing the required seed on slopes, appuRenances,and other areas,and on borrow pits and material disposal sites. �z�This section also describes furnishing and sowing temporary seed mixture on the slopes and appuRenances of temporary embankments and roadways. 630.2 Materials 63U.2.1 Seed 630.2.1.1 General c+� Use seed within one year of the test date appearing on the label. �z�Seed mixtures 7Q 70A,75,and 80 contain wild type forbs and grasses.Wild type is defined as seed that is derived directly from native,wild stock,including seed that was wild collected and placed into production or has been harvested directly from native stands. 630.2.1.2 Purity and Germination c,i Test seed for purity,germination,and noxious weed seed content according to the Rules for Testing Seed,published by the Association of Official Seed Analysts. Add 630.2.1.2(2J to define PLS and reference the CMM for sowing rate and measuremenf calculations. �z�Percent live seed(PLS)is determined by multiplying the percent purity times the percent germination. Determine sowing rate and measure mixtures containing PLS as described in CMM 6-40.3.4 to ensure the correct quantity of viable seed of each species is applied. 630.2.1.3 Inoculation �,� Inoculate legume seed(white clover,red clover,alsfke clover,partridge pea,purple prairie clover, Canada tick-trefoil,and lupine)unless pre-inoculated by the vendor.Follow the inoculation instructions that come with the culture purchases.If applying the seed according to method 6,630.3.3.3,treat seeds requiring inoculation with 5 times the quantity of inoculant recommended in the instructions. �z�Avoid exposure of the culture or inoculated seed to the sunlight;do not exceed 1/2 hour exposure. 630.2.1.4 Storing Seed tn Store seed delivered before use in a way that protects it from damage by heat,moisture,rodents,or other causes.Discard and replace any previously tested and accepted seed that becomes damaged. 630.2.1.5 Seed Mixtures 630.2.1.5.1 Permattent 630.2.1.5.1.1 Composition !,� Seed mixtures for the right-of-way and easements shall, unless specified otherwise. be composed of seeds of the purity,germination,and proportions,by weight,as given in table 630-1 and table 630-2. r.z� Use seed of the species and varieties listed below.If no variety is listed,there will be no restriction on the variety furnished,except as follows: 1. Pure live seed(PLS)species shall contain no named or improved vaneties and be grown in Wisconsin, northem Illinois,northeastern lowa,or eastern Minnesota.Use out-of-sta[e seed grown in one of the following counties: 1_1 From northern Illinois: Boone Bureau Carroll Cook De Kalb Du Page Grundy Henry Jo Daviess Kane Kendall Lake La Salle Lee McHenry Ogle Putnam Rock lsland Stevenson Whiteside Will Winnebago 1.2 From northeastern lowa: Allamakee Benton Black Hawk Bremer Buchanan Cedar Chickasaw Clayton Clinton Delaware Dubuque Fayette Floyd Howard Jackson Johnson Jones Linn Mitchell Muscatine Scott Wnneshiek 1.3 From eastem Minnesota: Aitkin Anoka Cariton Carver Chisago Dakota Dodge Fillmore Goodhue Hennepin Houston Isanti Kanabec La Sueur Mille Lacs Mower Olmsted Pine Ramsey Rice Scott Sherburne Steele Wabasha Washington Winona Wright Effective with the December 2019 Lefling 389 2020 Standard Specifcations 2. PLS for seed mixtures 70,70A,75,and 80 shall be packaged separately by species and clearly labeled with the vendor's name,species common and botanical names,gross weight,percent PLS,year of harvest and any specialized treatments that have been applied to ensure or enhance germination. 3. Minimum percent purity for native for species is 90 percent.If a listed species is not available,substitutions may be made with engineers approval and must be documented. �3>Mix native species on the project;clean and debeard seed with awns or excessive hairs before mixing. SPECIES COMMON NAME SPECIES BOTANICAL NAMF ACCEPTABLE VARIETIES Kentucky Bluegrass Poa pratensis Low Maintenance Red Fescue Festuca rubra Creeping Hard Fescue Festuca ovina Improved var duriuscula Tall Fescue Fest�ca arundinacea improved turttype Salt Grass Puccinella distans FulYs Puccinella distans Salty Redtop Agrostis alba Timothy Phleum pratense Canada Wld Rye Efymus canadensis Perennial Ryegrass Lolium perenne Perennlal Ryegrass lolium perenne Improved Fine Annual Ryegrass Lolium multiflorum Alsike Clover Trifolium hybridum Red Clover Trifolium pratense White Clover Trifolium repens Japanese Miilet Echinochola crusgalli var.frumentacea Annual Oats Avena sativa Agricultural Rye Secale cereale Wnter Wheat Tnticum aestivum Revise fable 630-i to require more red fescue and fess perennial ryegrass to promote germination. TABLE 630-1 HIGHWAY SEED MIXTURES � PURITY GERMINATION', MIXTURE PROPORTIONS(in percent) SPECIES I minimum% minimum% � N0.10 I N0.20 �N0.30 N0.40 N0.60 Kentucky Bluegrass 98 85 40 6 I 10 35 Red Fescue 97 85 25 15 30 30 Hard Fescue 97 85 ZQ z5 24 I Tall Fescue 98 � 85 � 4o Salt Grass 98 85 �5 Redtop gz 85 �_ 5 ( Timothy 98 90 l � _ � 12 Canada Wild Rye PLS i I �� Perennial Ryegrass 97 90 20 � 15 i Improved Fine 96 S5 20 15 � Perennial Ryegrass i Annual Ryegrass 97 90 � 3Q Alsike Clover 97 90 4 Red Clover 98 90 4 White Clover 95 90 10 Japanese Mille� 9� 85 � I ' 20 � AnnualOats�� 98 9� �_ �'�Substitute winter wheat for annual oats in fall plantings started after September 1. Effective with the December 2019 Letting 390 2D20 Standard Specifications . , TABLE 630-2 NATIVE SEED MIXTURES PURITY MIXTURE PROPORTIONS SPEGES SPECIES BOTANICAL NAME �` in percent GERMINATION minimum% I NO. NO. NO. NO. 70 70A 75 80 Canada Anemone Anemone canadensis PLS 2 Butterflywe2d Asclepias tuberosa PLS 2 New England Aster Aster novae-angliae PLS 2 2 Partridge-pea Chamaec�ista(Cassia)fascfculata PLS 2 Purple Prairie Clover Dalea(Petalostemum)purpurea PLS 2 2 4 I Canada Tick-trefoil Desmodium canadense PLS 2 Flowering Spurge Euphorbia co�ollata � PLS 2 Wld Geranium Geranium maculatum PLS i 2 � Westem Sunflower Helianthus occrdenfalis PlS i 3 2 w — � Rough Blazingstar Liatris aspera PLS 2 � Prairie Blazingstar Liatris pycnostachya PLS 2 , Lupine Lupinus perennis PLS 3 � Wild Bergamot Monarda fistulosa PLS 2 Horse Mint Monarda punctata PLS 2 Yellow Coneflower Ratibida pinnafa � PLS 2 2 j Blackeyed Susan Rudbeckia hirta PLS 1 Showy Goldenrod Solidago speciosa PLS 2 2 I Spiderwort Tradescantia ohiensis PLS 2 2 Golden Alexanders �Zizia aurea �� PLS I 2 -- ---�-- - Big Bluestem Andropogon gerardi ! PLS � 15 15 10 � Sideoats Grama Souteloua curtipendula PLS � 15 20 20 � 25 Canada Wildrye� 1Elymus Canadensis PLS 15 15 35 23 � Slender 1Mieatgrass I Nymus trachycaulus PLS 20 � Junegrass Koeleria macrantha PLS 5 I � Annual Ryegrass I Lolium multiflorum �'! 10 10 � Switchgrass Panicum virga[um PLS j 10 Salt Grass Puccinella distans �- 2 ,Little F3luestem Schizachyrium(AndropogonJ scoparium PLS I 15 20 10 � 10 'Indiangrass Sorgastrum nutans PLS 15 10 � � Sky Blue Aster Aster azureus PLS !7! �2/ Wj -- -- -- � White Wild Indigo I Baptisia leucantha PLS �1f 1�J O -- � � Pale Purple Coneflower Echinacea pallida PLS �7/ /2� w � � — Z 1Nhite Praine Clover Petalosfemum candrdum PLS �� �'� � -- ---- - � Stiff Goldenrod Solidago rrgida PLS �z� �2j J - a Hoary Vervain Verbena stricfa PLS ni tz� �'�Provide the minimum purity and germination specified in table 630-1. �2�The contractor may,if the engineer approves,substitute an altemate forb for a required forb that fs not available usin9 the same percentage as specified for the required forb.Use a different alternate forb for each unavailable required forb.Provide documentation showing that a required forb is not available before using an alternate. Effective vnth the December 2019 Letting 391 2020 Standard Specifications 630.2.1.5.1.2 Mixture i„ Use seed mixtures that meet with the engineer's approval and conform to the fallowing: - No.10 where average loam,heavy clay,or moist soils predominate. - No.20 where light,dry,well-drained,sandy,or gravelly soils predominate and for all high cut and fill slopes generally exceeding 6 to 8 feet,except where using No.70. - No.10 or 20 on all ditches,inslopes,median areas,and low fills,except where using No.30 or 70. - No.30 for medians and on slopes or ditches generally within 15 feet of the shoulder where a salt-tolerant turf is preferred. - No.40 in urban or other areas where a lawn type turf is preferred. - No.60 only on areas,the contract designates or the engineer specifies.Use it as a cover seeding for newly graded wet areas or as a nurse crop for specified wetland seed mixtures.The contractor shall not apply it to flooded areas. - Nos.70 and 70A on slopes and upland areas the contract designates or the engineer specifies.Use seed mixture No.70 on loamy soils and seed mixture No.70A on sandy soils. - No.75 where native grasses are desired for erosion control. - No.80 on inslopes where a salt tolerant seed mix containing native grasses is desired. 630.2.1.5.2 Temporary t,� Under the Seeding Temporary bid item,use a temporary seed as follows: SPECIES %MINIMUM PURITY %MINIMUM GERMINATION Annual Oats 98 90 Agricultural Rye 97 85 Winter Wheat 95 90 �z� Use oats in spring and summer plantings.Use winter wheat or rye for fall plantings started after September 1. 630.2.1.5.3 Nurse Crop �,� If seeding bare soil with either mixture 70,70A,75,or 80,include the Seeding Nurse Crop as follows: SPECIES '/o MINIMUM PURITY °/n MINIMUM GERMINATION Annual Oats 98 9� Annual Ryegrass 97 9� Wnter Wheat 95 90 czi When a nurse crop is required for spring seeding before June 15,or if the engineer allows seeding between June 15 and October 15,use annual oats.For fali seeding after October 15,use winter wheat,or annual ryegrass. �Delete 630.2.1.5.1.4 because all disfurbed aieas now use ihe same seed.Add 630.2.2 to specify water for seedirtg. 630.2.2 Water ,,i Fumish clean water,free of impurities or substances that might injure the seed. 630.3 Construction 630.3.1 Generai �n Perform seeding when and as the engineer directs or allows.Provide protective cover within 24 hours after sowing.The engineer may direct or allow covering with mulch as specified in 627,erosion mat as specifed in 628,or using other contract bid items. �z� If using Nos.60,70 and 70A mixtures,do not seed between June 15 and October 15 unless the engineer ailows. 630.3.2 Seed Bed Preparation �„Complete grading,shouldering,topsoiling,and fertilizing,if part of the work under contract,before permanent seeding,except the contractor may ptace the fertilizer and seed mixture in one operation if using equipment designed for the purpose. iz�Just before seeding,work the area being seeded with discs,harrows,or other appropriate equipment to obtain a reasonably even and loose seedbed.Place topsoil as specified in 625.3.3. EHective with the December 2019 Letting 392 2020 Standard Specifications f 630.3.3 Sowing Methods 630.3.3.1 General c,>Select the method of sowing from either method A, method B, method C,or an appropriate combination of inethods A,B,and C.Obtain the engineer's approval for the sowing method and specific procedures used for each seed mixture used before sowing that mixture. 630.3.3.2 Method A �,�Sow the selected seed mixture using equipment adapted to the purpose,or by scattering it uniformly over the areas to be seeded.Lightly rake or drag to cover the seed with approximately 1/4 inch of soil. After seeding,lightly roll or compact the areas using suitabie equipment,preferably the cultipacker type,when the engineerjudges the seedbed too loose,or if the seedbed contains clods that might reduce seed germination.The contractor shall not roll slopes steeper than 1:3. �z� 4f scattering seed by hand,perForm this work with satisfactory hand seeders and only when the air is calm enough ta prevent seeds from blowing away. 630.3.3.3 Method B �,�Sow or spread the seed upon the prepared bed using a stream or spray of water under pressure and operated frorn an engineer-approved machine designed for that purpose. Place the selected seed mixture and water into a tank,provfded within the machine, in sufficient quantities that when spraying fhe seed on a given area it is uniformly spread at the required application rate.During this process, keep the tank contents stirred or agitated to provide uniform distribution.Spread the tank contents within one hour after adding the seed to the tank.The engineer will reject seed that remains mixed with the water for longer than one hour.The engineer will not require dragging or rolling. 630.3.3.4 Method C c,>For spring seeding of seed mixtures 70 and 70A into existing ground cover,mow existing vegetation to 4 inches or less in height 2 to 4 weeks before seeding.Ten to 14 days after mowing,spray with vegetation control herbicide conforming to 6322.12. ��� For fall seeding of seed mixtures 70 and 70A into existing ground cover,mow existing vegetation to 4 inches or less in height 4 to 6 weeks before seeding.Ten to 14 days after mowing,spray with vegetation control herbicide conforming to 632.2.12.Retreat with vegetation control herbicide 10 to 14 days after initial application if live vegetation persists. �a�Seed with a rangeland type drill with one or more seed boxes that can be calibrated independently to deiiver different sized seeds uniformly at the required rate and equipped with a rear-mounted press wheel for each seed drop tube.If seeding into existing vegetation or thatch,use a rangeland type drill equipped with a no-till attachment that can cut through the vegetation or thatch in front of the V disc and seed drop tube.If the configuration of the area to be seeded aliows,apply seed at 1/2 the specified seed rate and apply the second 1/2 in a perpendicular direction. 630.3.4 Borrow Pits and Materiai Disposal Sifes �,>Seed borrow pits and material disposal sites off the right-of-way.Consult with the landowner or the tandowner's agent when selecting the seed mixture. 630.3.5 Seeding Rates r,� Use the following sowing rate for seeds in pounds per 1000 square feet: - No.10 at 1.5 pounds - No.20 at 3 pounds - No.30 at 2 pounds - No.40 at 2 pounds - No.60 at an equivalent seeding rate of 1.5 pounds��� - No.70 or 70A at 0.4 pounds - No.75 at an equivalent seeding rate of 0.7 poundsr'� - No.80 at an equivalent seeding rate of 0.8 pounds�'� - Temporary seeding at 3 pounds - Nurse crop seeding at 0.8 pounds �'�Determine the actual seeding rate by multiplyfng the equivalent seeding rate by the sum of the unadjusted and adjusted percentages of the various spedes in the seed mixtures as sown. ,z�The unadjusted percentage equals the minimum percent of purity and germination specified in the tabie 630-1 and table 630-2. Effective with the December 2019 Letting 393 2020 Standartl Specifications r3� Obtain the adjusted percentage for each of the PLS species by dividing the specified percentage of the species by the product of the percent of purity and the percent of germination for each of the PLS species as delivered. Add 630.3.6 to specify water for seeding. _ 630.3.6 Watering �,� If rainfall is not sufficient,keep seeded areas thoroughly moist.Once the seed has germinated,do not let the top inch of soil dry out until the grass is well established. Maintain soil moisture for 30 days unless the engineer directs or allows otherwise.Apply water in a manner that precludes washing or erosion. 630.3.7 Establishment Period for Native Seeding �,� During the growing season after planting seed mixture 70 or 70A,mow all seeded areas twice as the engineer directs.Mow vegetation back to 6 inches when it has reached a height of at least 12 inches. LRevise 630.3.7 to add tease/and phragmifes to the lisf of species requiring eradication. �s� During the growing season after planting seed mixture 70 or 70A,eradicate the following species from the seeded areas as soon as they become evfdent: SPECIES COMMON NAME SPEGES BOTANICAL NAME Musk thistle Carduus nutans Spotted knapweed Centaurea maculosa Canada thistle Cirsium arvense Bull thistle Cirsium vulgare Field bindweed Convolvulus arvensis Leafy spurge Euphorbia esula Sweetclover Melilotus species Wld parsnip Pastinaca sativa Teasel Dipsacus species Phragmites Phragmites australis �,� Eradicate by hand pulling or by applying a vegetation control herbicide conforming to 6322.12 to individual plants. 630.4 Measurement 630.4.1 Seedi�g �,;The department will measure the Seeding bid items by the equivalent pound acceptably completed, measured based on net weights of seed shipments or weighed on department-approved scales the contractor furnishes.The department will deduct quantities wasted or not actually incorporated in the work according to the contract.The depaRment will determine the equivalent pounds of seed furnished and applied by dividing the actual pounds of seed applied by the sum of the unadjusted and adjusted percentages,determined as specified in 630.3.5,of the various species in the seed mixture sown. 630.4.2 Watering ;,�The department will measure Seed Water by the 1000 gallons acceptably compieted,measured as the volume indicated by engineer-approved meters or by ihe volume of tanks of known capacity. 630.5 Payment L Revise 630.5 to add the Seed Water bid item and specify separafe paymenf for seed covering. � ;,�The department will pay for measured quantities at the contract unit price under the following bid items: ITEM NUMBER DESCRIPTION UNIT 630.0100-0199 Seeding(mixture) �B 630.0200 Seeding Temporary �g 630.0300 Seeding Borrow Pit �B 630.0400 Se.eding Nurse Crop �B 630.0500 Seed Water MGAL ,z� Payment for the Seeding bid items is full compensatfon for providing,handling,and storing all seed; for providing the required culture and inoculating seed as specified;and for preparing the seed bed, sowing,covering,and firming the seed.If the landowner does not want the pit or material disposal site FffeGive with the�ecember 2019 Letting 394 2020 Standard Specifications seeded,or seeded with any of the mixtures allowed,the department will not pay for fertilization or seeding of those areas. �3>Payment for Seed Water is fuli compensation for watering seed. w�The department will pay separately for seed covering required under 630.3.1 as follows: - Under the Mulching bid items as specified in 627.5. - Under the Erosion Mat and Soil Stabilizer Type A bid items as specified in 628.5. - Absent the appropriate bid items,as extra work. Effective with the December 2019 Letling 395 2020 Standard Specific;ations � Exhibit#5 Section 629 Fertilizer and Agricuitural Limestone 629.1 Description �,�This section describes fumishfng and incorporating fertilizing matenal in the soil on areas of proposed seeding or proposed sodding. rz�This section also describes furnishing and incorporating agricuitural limestone in the soil. 629.2 Materials 629.2.1 Fertilizers 629.2.1.1 Generai c,� Use fertilizers for seeding,sodding,or other planting that are standard commercial packaged or bulk products in granular or liquid form conforming to Wisconsin statutes and the Wisconsin administrative code chapter ATCP 40.Ensure that each container of packaged fertilizer is plainly marked with the analysis of the contents showing minimum percentages of total nitrogen,available phosphoric acid, and soluble potash.If furnishing the fertilizer in bulk,include an invoice in each shipment indicating the minimum percentages of total nitrogen,avaiiable phosphoric acid,and soluble potash in the contents. http://d ocs.leq is.wi.qov/sta,utes/statutes/ h��/docs.leqis.wi.qov/code/admin code/atcp/020/40.pdf �z� If using fertilizer with a total of nitrogen,phosphoric acid,and potash greater than 32 percent for type A or 50 percent for type B,apply them at a rate that provides equal�itrogen:phosphoric acid,and potash. 629.2.1.2 Type A ;,�Type A fertilizer shall conform to the following mfnimum requfrements Nitrogen,not less than......................................._._.._..._.._._........._............._..._.__....._....._.........__........16% PhosphoricAcid,not less than............._...__...........__..............._......._..............._.........._._....................6% Potash,notlessthan_.........................._.....___..._.....__........__.__ ...__.....................................................6% �z�The total of nitrogen, phosphoric acid,and potash shali equal at least 32 percent. c3�Total nitrogen shall at least equal the sum of the phosphoric acid and soluble potash. 629.2.1.3 Type B �,�Type B fertilizer shall conform to the following minimum requirements' Nitrogen.not less than....._..._.._..._......_.___..__......___.___......_......_........................................_........�6% PhosphoricAcid,not less than..........................._.............. ..__..__......................_.._................................6% Potash,notless?han......_......_......_............................................_......................_........_....................._......24% czi The total of nitrogen, phosphoric acid,and potash shall equal at least 50 percent. 629.2.2 Agricultural Limestone c,�Conform to chapter 94.66 of the Wisconsin statutes and of the Wisconsin administrative code chapter ATCP 41.Furnish limestone with a neutralizing index of not less than 40 or more than 109. http//docs feqis wi qovlstatutes/statutesl94 htt :Up docs.leqis.wi.qov/code/acimin code/atcpl020/41.pdf �zi Before using,furnish a statement to the engineer indicating the index zone or grade of the limestone for each deposit. 629.3 Construction 629.3.1 Fertilizer 629.3.1.1 General ;,� Uniformly apply the fertilizer selected for the seeding areas and incorporate into the soil by light discing or harrowing. If applying granular fertilizer.ensure it is well pulverized a�d free from lumps. rz;� If incorporating fertilizer into topsoiled areas,the contractor may appiy it just before,and in conjunction with,final discing or harrowing,or if hand manipulating the topsoil,apply it just before final raking and leveling. �s� If placing fertilizer on surfaces with no topsoil,prepare the soil by discing or harrowing to at least 6 inches deep and then incorporate the fertilizer as specified above. ��� If sowing seeding areas by pressure sprayer,then fertilize by placing the required quantity of fertilizer in the tank,mixing with the water and the seed,agitating constantfy,and apply during the seeding operation. If applying fertilizer this way then the department will not require discing and harrowing after placement. Effective unth the December 2019 Letting 387 2020 Standard Specifcations � �s� If fertilizing areas to receive sod,spread the fertilizer uniformly over the soil before sodding at the rate specified below,and then work the fertilizer into the soil while preparing as specified for preparing the earth bed in 631.3.1. �e� If applying fertilizer for work specified under 632,then apply the fertiiizer as specified in that section. 629.3.1.2 Type A n�Apply fertilizer containing 32 percent total of nitrogen,phosphoric acid,and potash at 7 pounds per 1000 square feet, unless the contract specifies otherwise.For type A fertilizer that contains a different percentage of components,determine the new application rate by multiplying the specified rate by a dimensionless conversion factor determined as follows: Conversion Factor=32 I New Percentage of Components 629.3.�.3 Type B �,�Apply fertilizer containing 50 percent total of nitrogen,phosphoric acid,and potash at 7 pounds per 1000 square feet,unless the contract specifies otherwise.For type B fertilizer that contains a different percentage of components,determine the new application rate by multiplying the specified rate by a dimensionless conversion factor determined as follows: Conversion Factor=50/New Percentage of Components 629.3.2 Agricultural Limestone Treatment �u Unless the contract specifies otherwise,spread agricultural limestone over the contract-designated areas at a uniforrn rate,measured in pounds per 1000 square feet,as foilows: INDEX ZONES 40�l9 50-59 60-69 70-79 80-89 90-99 100-109 RATE 140 120 100 90 80 70 60 �z�To conveniently check the required application rate,the contractor may measure materiais used on a volumetric basis,providing the conversion from weight to volume is determined from representative samples of materials used. is�Incorporate the agricuitural limestone with the required feRilizers into the soils in the designated areas. The construction requirements applicabie to fertilizers shall apply to those materials aiso. 629.4 Measurement �,�The department will measure the Fertilizer bid items by the hundred pounds(CWT)acceptably completed, measured based on an application rate of 7 pounds per 1000 square feet.The department will not measure fertilizer used for the bid items under 632.The measured quantity equals the number of hundred-weight(CWT)of material determined by multiplying the actual number of cwt.of material incorporated by the ratio of the actual percentage of fertilizer components used to 32 percent for type A and to 50 percent for Type B. �s�The department will measure Agricultural Limestone Treatment by the ton acceptably completed, measured based on an application rate of 100 pounds per 1000 square feet and an index zone of 60- 69.The measured quantity equals the number of tons of material detennined by multiplying the actual number of tons of material incorporated by 100 and dividing by the application rate required for the index zone of the material used. 629,5 PaymenY �,�The department will pay for measured quantities at the contract unit price under the following bid items: ITEM NUMBER DESCRIPTION UNIT 629.0200-0299 Fertilizer(type) CWT 629.1100 Agricultural Limestone Treatrnent TON �z� Payment for the Fertilizer bid items is full compensation for providing,hauling,placing,and incorporating in the work. �3> Payment for Agricultural Limestone Treatment is full compensation for furnishing,hauling,placing, and incorporating the required materials in the soil. Effective with Ihe December 2019 Letting 388 2020 Standard Specifications • .���°^�� Exhibit#6 ��� � / � i . i r r i 2. EROSION MAT- General- WisDOT defines"erosion mat"(Erosion Control Revegetative Mat,or ECRM)as a manufactured blanket or mat that is delivered to the work site in rolls or strips.These are for temporary erosion control during vegetation establishment.Turf Reinforcement Mats(TRM)are also classified in this category,and are for use as permanent root zone reinforcement under higher shear applications. Classification and Primary Acceptance Criteria- Max.C I � Netting(Non, Min. (cover) Min.Perm. ' Single, Organic/ Thicknessl Factor Shear(pst) Max. � Channel ' Double,Any, Synthetic/ (in) ASTM D6459 ASTM D6460 Slope ' use TRM) Either CLASS 1_� � _�I � ---- Type A I 0.25 0.10 1.0 2.5:1 � No I Non or Single Either Type B 0.25 � 0.10 1.5 2.0:1 � Yes ' Double Either CLASS 1,URBAN -�'�' I I I Ty e A 0.38 � 0.20, 1.0=_ 4:1 ',_No � Any Organic ; i Type B � 0.38 i 0.10 1.0 2.5:1 ' No � Any Organic CLASS 2 I � _ - Type A � 0.25 I 0.10 1.5 2:1 � Yes � Single3 Organic(Jute) i Type B 0.25 � 0.10 7A Z:1 Yes Any Either i Type C � 0.25 010 2.0 2:1 � Yes � An�' Organic CIASS 3 ` __ ( � Type A � 0.25 010� I 2.0 , 2:1 � Yes Any Either I Type B 0.4 0.20 2.0 2:1 Yes TRM Synthe[ic Type C 0.7 0.20 3.5 2:1 Yes TRM Synthetic Type D 0.7 0.20 5.0 1:1 Yes TRM Synthetic 1.Guideline;flexibility exists on this parameter depending on evaluation and test results 2.No minimum permissible shear for netted products 3.Sod reinforcement only 4.1/2"max opening for woven See FDM 10-5-35 and 10-10-15 for further information on applications: http�//wisconsindot gov/rdwV/fdm/fd-10-OS.pdf http�//wisconsindot�ov/rdwV/fdm/fd-10-10.pdi 8 .���. ��� i- , . , „ Additional Criteria- • Classl— o Photo-or 610-degrada6le netting and stitching is allowed provided It can hold the parent material in place for at least 6 months,and is not used in installations after Septemher 1 of a given year o Netting shall mmprise no more than 15%ofthe total mat weight o Bonding of the netting and parent material shall be sufficient to prevent separation of[he two components o Type e mats may be used in lieu of Type A at the wntracmrs option,with no additional cost to the Department • Class 1 Urhan— ., Bonding of the netting and parent material shall be sufficient to prevent separation of the two mmponentr o Mat and installation shall 6e ahle to sustain moderate foot traffic without damage or preseniing a � safety hazard to pedestrians o Anchoring devices for Urban mats shall: • ee completely hiodegrada6le per ASTM D6400 specification and D5338 testing • Contain no petroleum-based materials � Pose no soil or water con[amination risk • Not be made of inetal or solid wood • Maintain anchorage<apacity for a minimum of 2 months and degrade su6stantially within 4 months with soil temperature above 53°P � Be bar6ed or shaped[o enhance mechanical anchorage o Type 8 mats may 6e used in lieu of Type A at the mntracmrs optfon,with no additional cost to the Department • Class2— c Nettingshall comprise no more than 15%tifthetotal matweight o Bonding of the netting and parent material shall be sufficient to prevent separation of the two components o Type e mats may inrorpoa[e photo-or 6io-degrada6le netting and stitching provided it can hold the parent material in place for at Ieast 6 months,and am not used in installations after September 7 of a given Year o Type C mats for use in environmenially sensitive areas where anlmal entrapment is a concern o Qass 2 Types B&C shall have the following properties: • Maximum water a6sorption of 300%hy weight per AAM D1117 • Maximum swell(w�et thickness change)of 30%per ASTM D177� • Minimum lignin cw[ent equal to or giea[er than 33%per Klason method' �Temn�ical Assaciation of Y�e Pulp antl Pepee Indurtry iest MetM1oO fo��cid leiroluble Lignin�in Wiiod�ulp,T2R2 onr98 9 �os4. 1 �'f��°-t� 9 S t-t, �4 Si Sr�L •: .. . u9�rrr �...�.rtq.. p.. vp w.i..ewv. .m:o�;i ;,:�.:,-.:. nunna nnu.;u�.' 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For more information. see the DNR Legal Notices web page: http:!/dnr_wi.gov/legali . CC60�08ELBOQ • p0H�38�00800 � �alOp�8E,18� ^ . 00900UBf{gOp � � `n � Opb�08£`8po 0 _ • � �=� �p'y04 �., Qp91�B� � �o — ;� � d � �Z04 2� p08»g0 S3 � Q o O�L0008£G800� v 008192001500 � Oo�AO� !�� S' v p�i8�92 ��, g' o$,q2��g0� �a o 0 '' 0�2�� �o �` 0�5��'� s'a' p8�q2�,1oo c �����$ - a Zoe, °�� ;;- _. � = � -n'°�oo°g d�,� �_ o nott � s w } „�'(Oc'� �' ^ o = o °' r 9 � o � o � o ^ ���x� � r, _� P ,Qo�� _ . �b,9�Oo�� �,r,y�'�Nvyn��— ytiap0� -� �`. ,.o`�'� o� � " oi��Q �04�97°0� ��,, �4 �� = r�f�S�1l� e�a2"p0 ` m�m� �I• o� y0� @ E� �?P��'�/��� �0�,g2oS 1�- ^s �s� aog�9�°� z Z � o E�m' w ; co�u�or.a�sao ��sa �� ������_ ��m _ rii•3��vyair3 vv�3� = o� � s s �; � SAWYE R COUNTY Town of EdRewater VAR#22-002 To: Sawyer County Zoning&Conscrvation Administration 10610 Main Suitel749 Hayward,WI 54843 Attn: Kathy Marks E-mail: kathy.marks@sawyercountvRov.org Owner:Craig&Lisa Longacre Phone: 715-651-2961 Email: bobblongacrel@�mail.com 2895 28 7/8 Street 8irchwood,WI 54817 Property Description:Woodland Park,Lot 6; 519,T37N, R09W; .265 acres;Zoned Residential/Recreational One�RR-1�. Purpose of request is the construction of a 24' x 24' (26'x 25'with eaves)attached garage and a 5'x 24' portion of an attached foyer onto an existing permit primary dwelling. The purposed attached garage are and a portion of the foyer area is needing the variance approval.The attached garage would be 34' at the closest point to the centerline of Maple Terrace Drive, a town road and 24'at the closest point to the road right-of way. It should be noted that the traveled width of this is only 20' and is not located in the middle of the platted road right-of-way.Variance is requested as:Section 4.21 (3)Setback Requirements on Highways and Roads, Sawyer County Zoning Ordinance,would require the prior granting of a variance for any structure located closer than 63' to the centerline of a Town Road or 30'from the right-of-way,whichever is greaterProperty Description: By Action of the Town Board,Variance is: (�Approved O Denied O Tabled Public Hearing:June21,2022 Sawyer County Courthouse 6:OOOpm e Barib au,Chairman Jami Skar,Supervisor � C.y Scott Spaeth,Suq rvisor Your Town Board decision is an integral part of the decision making process for the Sawyer County Board of Appeals. The Board of Appeals would like your cooperation in stating the reasons or comments why you approved,denied, or tabled the variance application. Re: VAR#22-002, Longacre Motion by Pete to approve the variance application for Craig 8 Lisa Longacre for the construction of a 24' X 24' attached garage and 5' X 24' attached foyer and for setback requirements, 2nd by Scott and carried 3-0. Dated this 1 `� � day of ��^`a •Z��— �'t ' L� Natalie Clemens, Clerk ;� SAWYER "' � COUNTY '"`'- ' �'�""'�" SawyerCountyZoning & Conservation 10610 Main Street, Suite#49 Hayward, WI 54843 715-634-8288 Kathy.marks@sawyercountygov.org Notice of Public Hearing May 9, 2022 VAR ri22-002,Creig&Lori Longacre Your application for a variance will be considered at a Public Hearing before the Sawyer County Zoning Board of Appeals on lune 21,2022. This hearing will begin at 6:00 P.M. at the Sawyer County Courthouse, 10610 Main Street, Hayward, WI 54843. Please use the rear entrance from Kansas Avenue. It is recommended that either you or a representative be present at the Hearing. A lack of information about the situation may result in an unnecessary delay of a decision. Failure to appear may result in the denial of the application. If it is impossible for you or a representative to be present, please submit a written statement to this office directed to Alan Gerber, Chairman of the Board of Appeals. This statement should include a description of the general terrain and surrounding development and your proposed intentions or purpose of the request. Photographs of the property and/or buildings are helpful. Explain the undue hardship inflicted upon you by conforming to the required minimum regulation, which induced the variance request. Convenience and financial loss or gain does not constitute a zoning hardship. Your application will also go before the Town Board for their review. Some Towns also have a Planning Commission. Please contact the Town Clerk, Natalie Clemens at 715-354-7747 or email her at info@townofedgewater.com on the meeting(s)you should attend. KathyGi� Deputy Zoning&Conservation Administrator