|
/ ..... .......
<br />.....................'/ ............ ..... ....� / x937.7 1 J
<br />/ c�g ... /
<br />/ .....................' .. ......'.'.L.. x937.8 I)
<br />I Q/
<br />938.4...'.'..`.'�. Wrn ��� x937.3 I
<br />.1 '.'.'. i.'. �G
<br />..... ..... ..... Q
<br />36 ....L.................... I ��� x937.6 �� \
<br />..
<br />9
<br />6 \
<br />.... ... N 937.8 / x 937.0
<br />938.5 / 9 . ....... l
<br />/ L 3j ..'.'..\.\'. / \i
<br />V............. OCR ....... .... 6 x
<br />(�.J��/........F.... . / �i� 0..... �x x J
<br />..!.. ��................ / 93 \ .......... / 936.9 936.2 i
<br />/ L x 936.4
<br />.....�...................9 8.2 ..�'.... .
<br />�..... / S� ��.......... \ 36.0
<br />...........
<br />19 ' •O
<br />...... (� .. /. / ...... ... x 936.2 \
<br />/ \ xg4 \ /.'.... \ 935.9/ \ \/
<br />/ / �1 �J20 i�\ n �.'...'.'... \
<br />38.0 / / �P o 21/ Q� /\ �O
<br />..............�....�. / Q / 22 �� \ 935. 5 14 GgRq NO
<br />/ /��x9 5.3 `-O X. x935.4i GF
<br />937...... .......................... / ` 23 x 934�5 \ � 935.E 13 r
<br />..�... /
<br />....................'............ ..... C ♦ r
<br />P J ♦ cis \ 934.8 �D\_
<br />....'...'.'.'. 12 ' �Y
<br />3
<br />934.7 \� 9 5 x�.2 x
<br />i.'......'.'...'.'. '..'.'.'.'.' L/ �� X934.9 \ 935.
<br />\Dc� 24 / x933.6x
<br />�� / X 934.7
<br />/ -9')
<br />/ .Q� (YX �� x934�� W� �II i �A \\_ \ ...3 934. 6
<br />d \ -934-
<br />937.8 / o tij 93}.4 25 �10 93�5.4 4 5 x
<br />\ / "3.0 // '< \' ...'.' Q x�j3\ '�A 933.6 SS x933.5
<br />o J \� \ \ \ 0 3 / \ �o
<br />�� \ / \ .... x934.5 r �`9S3 OS( 933.0
<br />935 934.6 27 /\ \ J x 933.5 x 933.5 ....... 7x 935. A • . /Q,�
<br />937.6��//32�
<br />Ox\ �/ x935
<br />CX933 4 31 FLOOD PLAIN MITIGATION _ \ 3 3 �Q 931.5
<br />/ / ;8 q '� A x932.8�� AVERAGE DEPTH X AREA = CUT \q \ S
<br />I x933.1 /
<br />937. I1 9 ��� 0.6 FT X l,100 SF = 660 CF MITIGATI Q l\ A �@\ S 932.6 .3
<br />�936j9 I o 30 / l \.� x932.9 - \ x934.8 x9d5*-9`36\ 9 \ 9 $ 4 \�C
<br />............ / �x 933.0 0 / \�\ 932 P
<br />2' 93 0
<br />93)2l �.......... r o O \� i I
<br />\ 3.4 A / A q .......... o\ �� �. /2 \ 1 9` �Q
<br />\ a 32 �\ \ ' + ......... x 934.3 I \ /p S O 9 s4 9�
<br />�oe�e�,asa�� x932.1 ........I D x935. � \� \rL 93\6�\or \C��p 931.2
<br />x�3\35.3\ ' �® /O
<br />3.6 �x 93� r ti \ �\
<br />/ x x 932.5 \ / O S
<br />i \ �9�F
<br />\ TR E NE \� >� B 931.6` ... qY \ 31.1 \ ��
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />Tract B, REGISTERED LAND SURVEY NO. 0670, according to the recorded plat thereof, Hennepin County, Minnesota.
<br />STANDARD NOTES
<br />1) Site Address: 3105 North Shore Drive, Orono, Minnesota, 55391
<br />2) Flood Zone Information: This property appears to lie in Zone X (area determined to be outside of the 0.2% annual chance floodplain) and Zone AE (Areas subject to inundation by
<br />the 1-percent-annual-chance flood event determined by detailed methods. Base Flood Elevations (BFEs) are shown. Mandatory flood insurance purchase requirements and
<br />floodplain management standards apply.) per Flood Insurance Rate Map, Community Panel No. 27053CO303F with an effective date of 11/04/2016.
<br />3) Parcel Area Information: Gross Area: ±53,460 s.f. - f1.23 acres
<br />*We do not affirmatively insure the quantity of acreage set forth in the description
<br />4) Benchmark: Elevations are based on the Lake Minnetonka Benchmark, which is a brass disk in the concrete curb located at the exit of Grays Bay Dam area with an elevation of
<br />932.7 feet (NGVD 29).
<br />5) Zoning Information: The current Zoning for the subject property is LR-113 (One Family Lakeshore Residential District) per the City of Orono's zoning map dated December 2021
<br />and the Tier 1 (Stormwater Quality Overlay District) per city of Orono's Stormwater Quality Overlay District Map dated January 2021. The setback, height, and floor space area
<br />restrictions for said zoning designation are as follows:
<br />Principal Structure Setbacks - Street(s): 30 feet (North Shore Drive)
<br />Side: 10 feet
<br />Rear: 30 feet
<br />Lake: 75 feet (From Ordinary High Water Line) & Average Lakeshore Setback
<br />Height: 30 feet
<br />Hardcover: 25 percent of lot area
<br />Building Coverage: 20 percent of lot area
<br />*Please note that the zoning information shown hereon may have been amended through a city process. All setback information and hardcover data for planning and design must
<br />be verified by all parties involved in the design and planning process prior to any planning or construction.
<br />We have not received the current zoning classification and building setback requirements from the insurer.
<br />6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are
<br />unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution
<br />must be exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on
<br />the subject property Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002.
<br />7) Wetland Delineation: No wetland delineation was performed for this survey.
<br />8) Features on the site were located to the best of our ability. Due to seasonal conditions at the time of this certification additional features may not have been visible and therefore not
<br />shown hereon.
<br />Existing Elevations Proposed Elevations
<br />Garage Floor Elevation = 934.0 Proposed Garage Floor Elevation = 937.33
<br />First Floor Elevation
<br />= 936.6 Proposed Top of Foundation Elevation
<br />= 937.75
<br />Proposed First Floor Elevation
<br />= 938.27
<br />Existing Hardcover
<br />Proposed Crawl Space Floor Elevation
<br />= 933.50
<br />Lot Area=53,460
<br />S.F.
<br />Final Asbuilt Elevations
<br />House Area =
<br />3,915 S.F.
<br />Driveway Area =
<br />4,749 S.F.
<br />Asbuilt Garage Floor Elevation (GFE)
<br />= 937.3
<br />Side Deck Area =
<br />91 S.F.
<br />Asbuilt First Floor Elevation
<br />- 938.4
<br />Rear Deck Area =
<br />554 S.F.
<br />Asbuilt Crawl Space Floor Elevation
<br />= 933.6 per FAB
<br />Front Stoop Area =
<br />100 S.F.
<br />Rear Stoop Area =
<br />54 S.F.
<br />Proposed Hardcover
<br />Asbuilt Hardcover
<br />Total Area =
<br />Coverage = 17.70%
<br />9,463 S.F.
<br />Lot Area = 53,460 S.F.
<br />,
<br />T-T o A- - c 11n c r
<br />Lot Area = 53,460 S.F.
<br />,, .. _ _ I -. I
<br />CA � � �i �a - i,.�vv .�... l7ara e Area =
<br />x935.2 / �^� / � O' \ O DRAIN / �U" s lJ g
<br />%u I ? O� 3� �` 931.3 �F� Entry Area = 126 S.F. ©Entry Area _ 115 S.F.
<br />/ )x 933.9 S O O E •
<br />/ \ / QP Q 0 3 ) \ / P Covered Porch Area - 481 S.F. Covered Porch Area = 481 S.F.
<br />^off 31.6 I O OP o� 9f 0 x932.5 �� G�V Patio Area 390 S.F. ®patio Area 432 S.F.
<br />\ x 931.7 9 I. 931.E / 935.0 °�' `� GFE= r /00 6"Q G �" 65�NI3� 1 � ��P Private Patio Area = 114 S.F. ®Private Patio Area = 143 S.F.
<br />/ \ 34 / CIE 2 937.3 �, O 932- A \ r / PJ Steppers Area = 134 S.F. Steppers Area = 135 S.F.
<br />J 4 v'''''''�g'''''' I °�7
<br />l O ,w r = (DWalk Area = 44 S.F.
<br />Walk Area 33 S.F.
<br />I �� / Auto Court Area = 1,984 S.F.
<br />� -' ; 934.0 x( 35.6 O �r � r � � / \ J� �I Auto Court Area = 1,981 S.F.
<br />`b Conc. Pad Area = 14 S.F. / o / 31.0� \ 38 cV / , , 64 x935 x \ Cone. Pad Area = 4 S.F.
<br />3� g30. \ \ 0 , 6.3 O Bit. Driveway Area = 1,876 S.F.
<br />\ 6 gS 9�� / Y ls Area- ®Bit. Driveway Area 1,878 S.F.
<br />31.4 35 o ( 9342 ' S2� �493 �2 9�A�. g 0 ProProp BoulderWallsArea = 245 S.F. ®Ro Walls Area = 78 S.F.
<br />x930.6\ \ �O 93 A� 99 x p ®Boulder Walls Area - 576 S.F.
<br />S a' 62 9,3 / Existing Ret. Walls Area = 66 S.F.
<br />) / ® Existing Ret. Walls Area = 66 S.F.
<br />0 9 A 31 5 / ��. 00 g3 j \� (/ I �938i l I Total Area = 12,106 S.F. Gross Hardcover Area = 12,542 S.F.
<br />/ \ ^ L I/ 930 5 3 37 a S�� -933g 9 3 ® x g36.4 \ \ Coverage = 22.64% Coverage = 23.46%
<br />x 93�.2 / 931.2 \ \ �� SA x93
<br />\ \ j *\931.0 c� 0, 037. I
<br />\ s F x 937.4 Change in Hardcover: Excludable Hardcover
<br />\ / > xg30\ �L Proposed = 12,106 S.F. ®Retaining Walls = 78 S.F.
<br />A 3 9SS, Q 9�jr S9 N X �, I Existing = 9,463 S.F. ® Boulder Walls (Not
<br />�F� ! o x g30.3 \ 9 L O 9S6' 36.6 x 937.8 Difference = 2,643 S.F. within 75' of Lake) = 461 S.F.
<br />1 G Q �. G
<br />/ 0 �'44 F / 93 6 \ �' ` \�9 S �� 39 �Q J!v O \ '� ®Existing Retaining Walls = 66 S.F.
<br />\ 9�!S 000 j A �n 9 i g FFE= O� �Q S� SS \ /
<br />929 \ v' F� J6 37 !v \ S\ ck y x g / / Total Excludable Area 605 S.F.
<br />30.8� F 930.3 �l OC C9� S Sc q�F ' O Q Q- 6 O P 934.9
<br />938.4 P !v Q Qi \ / Net Hardcover
<br />\ / x x 930.5 9 � q \ �S O O C, Q O x 937.3 / / Gross Hardcover Area=12,542 S.F.
<br />8' \ F I R x Q o ^O�G� r x937.5
<br />X .4 28.1 \ \ / x 930:2 co E 40 �6 C', C)
<br />�x �� Uj �y`b 934. \ _
<br />_ ) x 34 9 r 936.7 Total Excludable Area - 605 S.F.
<br />3 J� A `b G I , \
<br />3 8. 30. "� ro Replacement Tree Table Net Hardcover=11,937 S.F.
<br />\ x 930.9 0• / /� Z O 1 O °j� 3) i x 934.9 Pe `36 1 x 937. l p o
<br />` � � °j' co• 0 S ��, � 93) \ � `'' '� �P Q � 37.�37� � Net Coverage = 22.33 /o
<br />w x 936.8 1 ' x 93 .7 � 27.8 \ \ ,1 9 x g 9� A 9/ / C931.1 3 . /O 0J \O ^� 9 °� ' k x 936.1
<br />V �• INv= o o h ^� �\ �. \ / 5S
<br />\ S A 0 A q h' Q WOE= R x936.5 O � 1 JB1 x936.E �
<br />�o x 9\6 30.I �90� << 9 v� S1' Q� J� x934.6 1
<br />\ \ < Qis� xi 93 0 O 3 /)S 43 938.3 jS ll- o' O P� \ 936.2 36.6 \ 30.4 \ 2 p) 1.0 x83T.5 cS ��� \� x935.2 x /
<br />---- \ x \ �''\ 30.1 xg 41 9S3S _ .934% _ / c+ Q 5
<br />\ �RC -- x935.5 / S
<br />\ 92 930.6 x�0. NATU L E '� �\ x936.3/� \ F� 5.°�
<br />®5 0.7 S 934.7 x933.9\
<br />�� O 0 R WALL x934.0
<br />FO \ 9 931.0 i h' / x 935. x 934.7 / l 0
<br />G 92 i / e33.9 I x935.5
<br />O� 9 .9 �iJ� 44 3 9 AZ 44 �co' i 936.0 x 93 $., \ 60 /
<br />Asbuilt Tree Notes
<br />Removed 7 living trees within 75' lake
<br />setback and replaced with 141" of trees
<br />Removed 5 dead trees within of 75' lake
<br />setback and replaced with 5 trees.
<br />/ 30.4 �� x 934 / I S x x 936.0
<br />9T xg �\ �� O I 934.9 �� or x933.5 / x933.6 W \935. Well has been ��
<br />\ F� \ / S/S \' / \ 930. 1 ^ O S j t� / '1 \ 59�y capped and is WE 4 � 28.0
<br />0 930.7I % \ 2 WOE= O p 933.3 57 no longer in use
<br />3�0 9 83� /Q \ \ _ \ x934.2 x934.6 �%9\5.2 0 9��� SURVEY LEGEND
<br />O 938.2 ^ t?, �k 933.0 /
<br />�4_ �/ C), ` `/^� 3� 933.4 / x9 2.9 x \ \ x / ' QQ CAST IRON MONUMENT CDPIEZOMETER WOE WALKOUT ELEVATION
<br />r;
<br />933.E \ ,g / r O IRON PIPE MONUMENT SET � POWER POLE FFE FIRST FLOOR ELEVATION
<br />B 9 ^�� \"130ULD RETAINING�WALL Y%, • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION
<br />o / x 933 8 �� // \
<br />` \ 91.2 i '� 6 x932.8 c'
<br />B � � / ® / Q- / / � , � }( DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV.
<br />X � 31. A �,-��q x934.5 xg343'
<br />/ 9.4 9�j 932.5 �� /O ' 5/ /
<br />O R� / / \ 312 ?2� ��' �S ��55<933.258 Q �� CHISELED "X" MONUMENT SET Ls LIFT STATION LOE LOWEST OPENING ELEV.
<br />n/27.9
<br />32 \ i 2.6 0� 1 6 X CHISELED X MONUMENT FOUND �S SANITARY MANHOLE CONCRETE
<br />/T_ 1 x x 933.6 I �k /
<br />Bearings are based on the Hennepin County �\ ` /� 0 �O \ 1 932. / / ; *k REBAR MONUMENT FOUND ® SANITARY CLEANOUT i;; ':'": BITUMINOUS
<br />932. 932.1 3
<br />Coordinate System (NAD 83 - 1986 adj.) \ 0 46� 3��� `L 34. / ,' 0 PK NAIL MONUMENT SET STORM MANHOLE - - - BUILDING SETBACK LINE
<br />x932.2 �32 x9\ x933.4 1 934.0 O)� g PK NAIL MONUMENT FOUND ® STORM DRAIN cTv CABLE TV
<br />20 10 0 10 20 40 \ �I \x929 4 ��y/ \ \ \ 1x933.2 \ I� o C� ,r ® PK NAIL W/ ALUMINUM DISC ® CATCH BASIN / CONCRETE CURB
<br />928.0 �.9 0 \ J \ SURVEY CONTROL POINT 4 FLARED END SECTION - 9so _ CONTOUR EXISTING
<br />47 x931.8 \ 932.1 32.9 boo ' ❑A A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED
<br />SCALE IN FEET \ ?2 x c 2'� _ x933.8 933?8g P // -o
<br />9 \ x933.4 �� © CABLE TV PEDESTAL TREE DECIDUOUS GUARD RAIL
<br />9+I. C x931.9 932. 9�0 933t933.7 % 28.0 r ' E❑ ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE
<br />3
<br />SHORE
<br />Lake Minnetonka
<br />V
<br />Maxwell Bay
<br />C
<br />SITE
<br />N
<br />N
<br />I
<br />O12
<br />gONNS 12
<br />T
<br />Y
<br />S
<br />�N• 0-
<br />P1 ` Lake Minnetonka
<br />M
<br />C
<br />= Crystal Bay
<br />om
<br />A
<br />A
<br />P
<br />L
<br />E
<br />Map ID
<br />I QTY
<br />CAL IN
<br />TREE TYPE
<br />ITOTAL IN
<br />A
<br />13
<br />8
<br />Black Hills Spruce
<br />104
<br />B
<br />3
<br />5
<br />Red Pine
<br />15
<br />C
<br />5
<br />6.5
<br />White Pine
<br />32.5
<br />D
<br />1
<br />5.5
<br />Autumn Blaze Maple
<br />5.5
<br />E
<br />2
<br />2
<br />Parkland Pillar Birch
<br />4
<br />\ 2s � x931.8 56 $` ' QE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELG ELECTRIC UNDERGROUND
<br />\ \X929.3 C x93�j /, X$3.8 �0
<br />o , 932 F //j x9 / OE ELECTRIC METER OT TELEPHONE MANHOLE -X-X- FENCE
<br />92 \ 4+ 62 932` x93 1.BS 3 / ,' m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND
<br />\I 928 �31 YARD LIGHT G UTILITY MANHOLE GAS -GAS UNDERGROUND
<br />�� 932932.4 x I / g�� / i �'! p,� oh pc LIGHT POLE I] UTILITY PEDESTAL OHu OVERHEAD UTILITY
<br />V
<br />J x & I �� ;°u ® FIBER OPTIC MANHOLE ❑v UTILITY VAULT �YYYY1 . TREE LINE
<br />\ 928. O x4 48 °Y 928.6 �c� y �Q
<br />O� I I �49 0 / / o bl FIRE DEPT. HOOK UP QW WATERMAIN MANHOLE > SANITARY SEWER
<br />��. 2Tg / x 928.6 27.8 ' /�) pGP �(v� FLAG POLE ® WATER METER » STORM SEWER
<br />� `1-
<br />�� - --932 �� rP FUEL PUMP c& WATER SPIGOT TEL TELEPHONE UNDERGROUND
<br />\928.1 �} / / 2Y �/ P�� Q Fr FUEL TANK ® WELL RETAINING WALL
<br />�4 \\ 54 � P Pr PROPANE TANK Mw MONITORING WELL UTL UTILITY UNDERGROUND
<br />928.1 � I 928.9� �� � F �
<br />\FOCF 928.1 ?-.,-X,/ 928.3 // / / �O0��\G� DPI GAS VALVE M GAGAS METER TE VAOLVE � T/RAFFICAS SIGNAL
<br />OF\ 28.1 / �� 9J \°/ / / ` ' © GAS MANHOLE � HYDRANT RAILROAD TRACKS
<br />EEI GENERATOR FIRVI IRRIGATION VALVE $ RAILROAD SIGNAL
<br />GUARD POST P�v POST INDICATOR VALVE 0- RAILROAD SWITCH
<br />00 C� / 927 9 ® / 0 MAIL BOX se SIGN BORING (0 SATELLITE DISH
<br />n \ / / / / / �Q _ ® WETLAND BUFFER SIGN
<br />FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed TWP:117-RGE.23-SEC.09
<br />RS 3U
<br />DM, AK 11 JRS 12/11/2023 REVISED TREE SUMMARY CONVEYANCE OF INFORMATION) OF THIS PRODUCTCT Land Surveyor under the laws of the State of Minnesota. IS y � R� Hennepin County CERTIFICATE OF SURVEY
<br />DRAWN 12 JRS 12/12/2023 UPDATED TREE SUMMARY & REPLACEMENT STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 20th day of February, 2023. 2 _ SAT H R E- E� E RG Q U I ST, INC.
<br />GRADING ASBUILT
<br />JRS 13 JRS 2/7/2024 HOUSE STAKED IN FIELD 2/6/24 (DR)
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND w (P
<br />CHECKED 14 JRS 3/21/2024 FOUNDATION ASBUILT 3/21/24 (DR) SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF O RO N O PREPARED FOR:
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES m w 0) 14000 25TH AVENUE NORTH, SUITE 120
<br />DLS 15 ABE 7/9/2025 GRADING ASBUILT 7/3/25 (DR) THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY N �� PLYMOUTH MN 55447 (952) 476-6000 M I N N E S OTA
<br />DATE 16 DLS 7/16/2025 RESHOOT GRADING ASBUILT 7/3/25 (DR) LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt, PLS Minnesota License No. 26147 cv WWW.SATHRE.COM WOODDALE BUILDERS
<br />02/14/2023 17 ABE 9/11/2025 ASBUILT TREES PER CITY COMMENTS 9/11/25 (DR) RESULTING FROM ILLEGITIMATE USE. Schmidt@sathre.com FRS P 0"
<br />Tree #
<br />Species
<br />DBH
<br />Condition
<br />Stems
<br />Replace
<br />1
<br />Spruce, blue
<br />12.5
<br />Fair
<br />1
<br />N
<br />2
<br />Ash, green
<br />16.5
<br />Diseased
<br />1
<br />No
<br />3
<br />Ash, green
<br />12.5
<br />Diseased
<br />1
<br />No
<br />4
<br />Hackberry
<br />7.5
<br />Fair
<br />1
<br />No
<br />5
<br />Ash, green
<br />15.5
<br />Diseased
<br />1
<br />No
<br />6
<br />Ash, green
<br />7.5
<br />Diseased
<br />1
<br />No
<br />7
<br />Hackberry
<br />6.0
<br />Good
<br />1
<br />No
<br />8
<br />Walnut
<br />6.0
<br />Good
<br />1
<br />No
<br />9
<br />Ash, green
<br />10.5
<br />Diseased
<br />1
<br />No
<br />10
<br />Arborvitae
<br />15.5
<br />Good
<br />1
<br />No
<br />11
<br />Spruce, blue
<br />14.0
<br />Poor
<br />1
<br />No
<br />12
<br />Arborvitae
<br />22.0
<br />Fair
<br />2
<br />No
<br />13
<br />Ash, green
<br />6.5
<br />Diseased
<br />1
<br />No
<br />14
<br />Hackberry
<br />12.0
<br />Fair
<br />1
<br />No
<br />15
<br />Ash, green
<br />12.5
<br />Diseased
<br />1
<br />No
<br />16
<br />Arborvitae
<br />10.0
<br />Fair
<br />2
<br />No
<br />17
<br />Walnut
<br />25.5
<br />Good
<br />1
<br />No
<br />18
<br />Arborvitae
<br />10.0
<br />Good
<br />7
<br />No
<br />19
<br />Arborvitae
<br />8.0
<br />Good
<br />3
<br />No
<br />20
<br />Arborvitae
<br />12.0
<br />Fair
<br />6
<br />No
<br />21
<br />Arborvitae
<br />6.0
<br />Fair
<br />3
<br />No
<br />22
<br />Arborvitae
<br />6.0
<br />Fair
<br />4
<br />No
<br />23
<br />Arborvitae
<br />5.0
<br />Fair
<br />3
<br />No
<br />24
<br />Walnut
<br />30.5
<br />Good
<br />1
<br />No
<br />25
<br />Arborvitae
<br />5.5
<br />Fair
<br />1
<br />No
<br />26
<br />Arborvitae
<br />8.0
<br />Fair
<br />3
<br />No
<br />27
<br />WalnutB
<br />8.0
<br />Fair
<br />4
<br />No
<br />28
<br />Walnut
<br />8.0
<br />Fair
<br />1
<br />No
<br />29
<br />Hackberry
<br />8.5
<br />Good
<br />1
<br />No
<br />30
<br />Elm, American
<br />21.5
<br />Good
<br />1
<br />No
<br />h, green
<br />IW0.5
<br />Diseased
<br />1
<br />0
<br />32
<br />Spruce, blue
<br />6.0
<br />Fair
<br />1
<br />No
<br />33
<br />Spruce, blue
<br />9.5
<br />Dead
<br />1
<br />Yes
<br />34
<br />Spruce, blue
<br />9.5
<br />Dead
<br />1
<br />Yes
<br />35
<br />Maple, silver
<br />45.0
<br />Good
<br />3
<br />No
<br />36
<br />Maple, silver
<br />23.5
<br />Fair
<br />1
<br />No
<br />37
<br />Ash, green
<br />22.5
<br />Diseased
<br />1
<br />o
<br />38
<br />Ash, green
<br />33.0
<br />Diseased
<br />1
<br />No
<br />39
<br />Ash, green
<br />20.5
<br />Diseased
<br />1
<br />No
<br />40
<br />Maple, Norway
<br />12.5
<br />Good
<br />1
<br />No
<br />41
<br />Birch, river
<br />19.0
<br />Good
<br />1
<br />Yes
<br />42
<br />Birch, river
<br />25.0
<br />Good
<br />1
<br />Yes
<br />43
<br />Arborvitae
<br />12.0
<br />Good
<br />1
<br />No
<br />44
<br />Spruce, blue
<br />12.5
<br />Fair
<br />1
<br />No
<br />45
<br />Buckthorn
<br />13.0
<br />Poor
<br />1
<br />No
<br />46
<br />Spruce, blue
<br />10.5
<br />Fair
<br />1
<br />Yes
<br />47
<br />Crabapple
<br />13.5
<br />Poor
<br />1
<br />Yes
<br />48
<br />Pine, Scots
<br />12.0
<br />Good
<br />1
<br />No
<br />49
<br />Boxelder
<br />13.0
<br />Poor
<br />1
<br />No
<br />50
<br />Ash, green
<br />8.5
<br />Diseased
<br />1
<br />Yes
<br />51
<br />Pine, Scots
<br />17.0
<br />Good
<br />1
<br />No
<br />52
<br />Ash, green
<br />7.5
<br />Diseased
<br />1
<br />Yes
<br />53
<br />Hackberry
<br />11.0
<br />Good
<br />1
<br />No
<br />54
<br />Boxelder
<br />30.0
<br />Fair
<br />1
<br />No
<br />55
<br />Maple, Norway
<br />19.5
<br />Good
<br />1
<br />No
<br />56
<br />Oak, pin
<br />29.0
<br />Dead
<br />1
<br />Yes
<br />57
<br />Oak, pin
<br />29.0
<br />Fair
<br />1
<br />Yes
<br />58
<br />Spruce, blue
<br />23.0
<br />Good
<br />Yes
<br />59
<br />Maple, silver
<br />18.0
<br />Fair
<br />1
<br />No
<br />60
<br />Hackberry
<br />29.0
<br />Good
<br />1
<br />No
<br />61
<br />Spruce, blue
<br />21.0
<br />Fair
<br />1
<br />Yes
<br />62
<br />Spruce, white
<br />4.0
<br />Fair
<br />1
<br />No
<br />63
<br />Arborvitae
<br />10.0
<br />Good
<br />6
<br />No
<br />64
<br />Arborvitae
<br />13.0
<br />Good
<br />7
<br />No
<br />65
<br />Ash, green
<br />7.0
<br />Diseased
<br />1
<br />No
<br />Total DBH =
<br />956.0
<br />Total DBH Removed =
<br />591.5
<br />Total % Removed =
<br />62%
<br />Total Relacement DHB =
<br />1 161
<br />FILE NO.
<br />9745-141
<br />1 �
<br />1
<br />
|