HomeMy WebLinkAboutRe: BodPave �
Melanie Curtis
From: Melanie Curtis
Sent: Tuesday, August 10, 2010 8:44 AM
To: 'csilandscaping@yahoo.com'
Subject: 1348 Rest Point Cir- Permits 2010-00613 & 00614
Ti m
Thank you for submitting your construction details for the BodPave instailed at 1348 Rest Point Cir. We have reviewed
your cross-section,the BodPave installation specifications as well as the marked-up site plan. According to our engineer,
after reviewing your cross-section,the BodPave was not installed according to manufacture specifications for a fully
permeable area. Based on your plan, it appears that the necessary drain tile was not installed. Further, an area along
Rest Point Circle was improved with BodPave. This area was not discussed with City Staff and is not approved.
The BodPave area between the driveways must be modified to meet the permeability installation standards or it must
be removed completely. As you may be aware, both properties are restricted to a specified level of hard cover
(impervious surface). The installation of additional hardcover puts both properties out of compliance with their
respective hardcover allowance.
The improved area along Rest Point Circle shown on the plan must be removed completely and the area between the
driveways must be corrected. In order to finalize the permits (2010-00613 and 2010-00614) for the land
alteration/grading and the retaining walls you must comply with the above instructions as well as submit an as-built
certificate of survey to verify compliance. Please correct the above and submit the as-built survey by August 20th in
order to avoid action by the City.
Please contact me with any questions on this matter.
Thank you,
Melanie
Melanie Curtis
Planning &Zoning Coordinator
City of Orono
2750 Kelley Parkway
Orono, MN 55356
Direct Dial: 952.249.4627
Fax: 952.249.4616
Planning &Zoning Office 952.249.4620
Email: mcurtis(a)ci.orono.mn.us
Website: www.ci.orono.mn.us
Summer Hours: (Monday, May 24th through Friday, September 3rd)
M - Th 7:30amto5:00 pmand Fri 7:30amto 11:30am
1
�.
�� ��•�'�"�� BODPAVE�85 INSTALLATION Gi�IDELINES
BodPave°85 can be installed to produce either a grass or gravel surface.
For the different surface requirements, Boddingtons recommend some typical
design profiles.
BodPava�BS �`� J � �
with Grass or Gravel
O � v
� �e .r�-" \ � Sand :Soil
+g.t,��.�y�,� Rootzone or
Boddingtons BGT100 #`!"�"=W-'�� ,� ; � Gravel Bedding
upper Geotextile filter "�'"'"^' `�`!'-y�v�`'r ; /
fabric option `� �-+�"^'' • �.�
� .�', �
v :
�h�
�- ,f" J!Y'�
' �/�, -��
� �� �� � DoT(GSB)'Type 1'
t.�
.. *
i'���g�� � � or reduced fines
� ��� � � � � 'Type 3' Sub-base
w��'„E�« �}, L i�s.���'� � .� a,c� t�'- t ���k
s� � 2 .�`�°R'� �1 r��x,y ,,,y�i!'" f t:.'� �x y4 " ���'�
a� r
�Yk"�K�' 1 f�Lh g9� * �' Y''�r p �
� ,� �� •��x1 r� �v,�� �� a�.� � 1ai�'w,��,.
.�.,`;?x.�."x' t t. t�.. °�: # � .
� S" .0 .:'�. � , � . ,�
Tensar TriAx'. �. r ,`�fi 4�Y �yti i,<'�` ,� �,�� .�
}r°:rr
TX160 geogrid �'���,,� ���' �'�7� Boddingtons BGT100
�� � r,�
option { ,���' � E-Lower Geotextile
Subgrau� �'�y� '��`"���" layer option
g�,.:.x�+'�.
$01�—� �:"',�f !'.�,..
�
GRASSED SURFACES - Typical Construction Profile
BodPave'85 paver wlls filled to within 5-7mm
of the surface with 60�.40 rootzone �^ �....
then seeded or turfed and fertillsed � sffcrrc non,oeveM� �
. Bedding layer 50-70mm;hick � � s i no«
Optional vertical . . � � � " ����� - � 4MD
edginq board or kerb � d ,_,�
.
i �
p �� :; I � �,m �
c Ot z �. o:r�. .
� � " � �
�mn T €�T I +� 1� 1 - . . . .
tb. e4 l Oly� k $ b �
� T�� � J � � � � � .�:.o-3xo��m M : _ . .�.
�'c �° a t v.n�,R tii
� ;� � , � .,�•.,� � � „ �� ` _ �l1Ji/�%�1G'�/lfll/Ji � �
Sub base layer.Thlckness � � a���o��I
� (Tx)&Type to be determined �,> � Tensar TriAx TX160 geognd
:�;�°� &opuonal BGT100 Geotextile fabric
�///I/////// //1/////�
Subgrade Soll(subsoil) �a � Dralnage options
J////////// '°`�a' �I / / ///// ����� �
Please download our installatlon guidellne document for full detalls on sizes,dimensions and materials stated on this tllagram by visiting the following webpage:
www.grass-reinforcementcom/i ndex.�h�/groducts/tec_hnical-down loads/s�rass-oaver-yrid
,.
° GRAVEL SURFACES - Typical Construction Profile
�r � �°
� �k
� '�g S OpUonal geotextile fabric BGT100
—+- �v`�res�.
� � � "� � BodPave'85 paver cells filled with angular aggregate �� sr� �
� n y� , Bedding layer:35-SOmm thick angular aggregate � � _
m range Smm-20mm(BS EN 13242`. sws.awn
1 '� � �� ti � with�ln:ne rarge o(S���rn-20mm(BS EN 13242) 0w�,
t� x
� � �''�' �"� V('r.�cal erlqinn v _'..
.
,� . .� . � . _..,
� �w :
. �; �,� . . . m
�� �� � �� � �� � �� 4
. �..min T .�e fl� � ��° $�°� r � � ._.__ :.
,�'c'�,�.'. ` £ J �o,; \Tx '�,a `'X .�� Y� �-,��`te>g���,�Y��� aj s Q . _ v
� h �
--r ` .-3so.,..., _ ...:., . ..__
� .. .. ... � . ': , ' ` ., .._. .. _... . . . . .
�, SuL�I a�,c iaycr. I ri cr.�,e.,s q'w. 'I , , , � i , , . - i > > � .
J
v., � (7x)&Type to be determined � ie i�ar 1rAx TX160 geognd
}�.���� � ��'�� � �.c ��.`j�b,`.. &opLonal geofabnc BGT100
IIIlIIIIII!l llllllll
/ q-
/ � Subgrade Soll(subsoip � Drainage optlons����� �� ��
� ;�
! J l l l///l l l l 0'2�.: i i r i i r i i
e�' �� Please download our installation guideline document for full details on sizes,dlmenslons and maten ��cd� ��- i , v�si!n�u�he following webpa9e:
� www.qrass-reinforcementcom/index�hp/uruducts/technicdl-downlqads/grass-pav_er-grid
�:
Full specification, Design & Installation Guidance is available by request from
�. �` Boddingtons or downloadable at www.grass-reinforcement.com
4� :�u�maoon or ma 9na/for the use�ontemplared a9d the manner of rts use sa[hel onO1e(this productnFnalfde[erminatron of the�o wh�T is
_ Please nore that the�nlormatron above rs qiven as a owde only All sizes and weig g y ry
� b5shed.Boddin tons cannot be liable for dama e causerrb inmrrect ins ry of any
� esponsibiliry of the user and the user must assume all risk
and responsibiliry in connecGon[herewith.
-. COPY��9fit O Boddin9mns Ltd.All righrs reserved Ten ar&TiiLu'"a registered frademarks otTen ar Inierna[ional
� • • • • • - BODDIN�GLT���
:�;�
.._
BQDD/N�oHs BODPAVETM85 PAV I N G G R I D S Data Sheet No:SDI/US685PG510 Issue 2
Table 1: Typical Sub-base Thickness (Tx) Requirements - refer to construction profile overleaf
• ..
� • � . • - • .
Fire trucks, Coaches >6 100rr•n� a" -X",60
and occasional HGV =4<6 120mm 4J5" TX160
access =2 <4 190mm 7.5" TX160
� _ � �Z 380mm 15" TX160
~ Light vehicle access >6 100mm 4" TX160
and overspill car =4<6 100mm 4" TX160
parking =2 <4 135mm 5.4" TX160
= 1 <2 260mm 10.3" TX160
Table 2: Paving Grid Specification
. • ,.
Product BodPave"85
Material 100°/o recycled polyethylene
Colour options Black, Green & Natural
Paver dimensions 19.7" x 19.7" x 1.97" + 1.37" ground spike
Installed Paver size 19.7" x 19.7" (4 grids per 1.2yd')
Nominal internal cell size Castellated 2.6" Plaque& 1.8" Round Shaped
Structure Type Rigid-walled,flexible semi-closed cell combination
Cell wall thickness 0.1" — 0.2"
Weight(Nominal) 3.41bs/paver
Load bearing capacity(filled) <367 tons/ydZ*
Crush Resistance(unfilled) <275 tons*
Basal support&Anti-Shear Integral 1.35" long Cross&T section ground spikes(18 per paver)
Open cell % Top 92%/Base 75%
Connection type Overlapping Edge Loop&Cell connection
Interlock Mechanism Integral self locking Snap-Fit Clips
Chemical resistance Excellent
UV resistance High
Toxicity Non Toxic
Bedding Layer 60:40 rootzone(see Note 8) : 2"-2.75" thick
Paver fill (seed bed) 60:40 rootzone(see Note 8): 1.7" thick
Grass seed or turf 0.011bs/ftz amenity blend low maintenance seed or turf as required
Fertilizer Pre-seed fertilizer followed up with appropriate seasonal fertiliser
Sub-base type Cl�s 5 rc�d base or a rrr�cified perrreable reckxed fir�d�s 7 wtrb�e(Table 1&Notes 1-5)
�`�� Sub-base reinforcement Tensar TriAx"TX160 geogrid (Table 1 &Notes 1-4&7)-Specification on request.
Chart 1: Field guidance for estimating sub-grade strengths
Indicator Strength
` � - Consistency Tactile Visual Mechanical CBR CU
y'< ii
(feeq (observation) test
� �� { w��� SPT % kN/sqm
� K,y , Very Soft Hand sample squeezes Man standing will Q <1 <25
�3' through fingers sink>3"
Soft Easily moulded by Man walking 2-4 Around 1 Around 25
i finger pressure sinks 2"-3"
Medium Moulded by moderate Man walking 4-8 1-2 25-40
finger pressure sinks 1"
� Firm Moulded by strong Utility truck ruts 8-15 2-4 40-75
finger pressure 0.5" - 1"
" � Stiff Cannot be moulded but Loaded construction 15-30 4-6 75-150
� �, can be indented by thumb vehide ruts by 1"
��� ihis field guide is provided as an aid to assessing the mechanical stabilisation requirements in commonly encountered site conditions Boddingtons
;i �,r ,� �ccepts no responsibility for any loss or damage resulting from the use of this guide
� Research carried out by Sheffield University UK Department of Mechanical Engineering.(Rennison/Allen March 2009)
� � !'lease note that the information above is given as a guide onty.All sizes and weights are nominal figures and may vary to what is published.Boddingtons
:annot be liable tor damage caused by incorrect installation ot thls product.Final determination of the suitabiliry of any intormation or mafenal for the use
� � �o�templated and the manner of its use is the sole responsibility ot the user and the user muz( �ss�imr�all rsk and rrspo�sibill;�in connection therewith-
��. '��PYrg���Bori�n��o�s.AllryM1tsiuerv�rl 3rRiAx o,i��s
;�"�br
� ��1• • • �� • �• �• f:�'
' ' ' - BODD/N.GT011F
"� ..,.... . .
`.
DESIGN NOTES:
Nde t:X Tensar irvU^i%180 geogM rs omM1ttl,iM1e bial GanuUr SuoBase(GSB�leyvr Inkknaee(Tx)must�e Increasetl Oy mlNmum 50°b.
Nde Z'.F'DOT Class 5 suULase may be vuE povMM ihat nn aEeOuale dralnage syztem h Insta�M.N maWely,a permeablNopen9���Ree��rea Pnes�suPDase layer�I e Ooi Cless I�n�ay�e
spetlfle�.e.g.aspanottwilmpactoevebpmen��LID�aNa4malPONutantDiscnaraElnYraf sysiemMPOFs).
Nole l:M fvns�netlon trallk a+Je Nixls wI110e 9r'abr�nan(appa 6.S lons),Mnlmum sutr4au Mkknesc o.ar Tan.sar TnM•"l%�6p gepgM s�aY 4 fi.Madmum suWv.ax JaNtle size.aMW mairJi '
T<1809e]N.�sa
Nrt.rmss WI rol aRueE]'tllameler.Fw sub-0ase i�icMnesses of arountl<'.a mlrilmum 1�'OaNcb slze shoub�a adoptea to eXow eXttuve Ina�ebibri ol Tenur TrN�^
Nole<:WMre OraNs are omY1eU aM a're0uced fi�es wG-Eau Is specRieJ br LI�INVOES iNs mus�ce co�eien Wlly d�M1ei e gaoiaxqe I.brlc(i.e.H�MOinglons 6GTtU0�aMlor n tlean.sWiady 9��
grarel dNN�g io avoM Me eemmg NYer IexMrg Into Na suREnse.
Ncia S Spetlfc aUN�e on GBR%sirenglne_9rountl cuMiionc entl m��iruoJon v�e�weak y�untl Wi��a GBR less Inan i 9.k eval.ble bom BOW Ingi�ns�IMiW.GBFt•i,=CaFIuMa Beah�g Rellu.a
m oi.�ee,�ae:di zo-z,gin.
Nde 6:TypYal siaMard dralnage datal[a'aamatn pe�aa�ed ppe tlrolns laltl al mlMmum B�rdknl t:i0p,pe�ed on grsvel in�rencM1 bacFINIM wMn'?' (L-d�age rock'draFage aqqeg3�.e�r
I ___.. _ty�. __. .. .� qa'orwraPMewt�na9� (. md B oolPnaseaanamasuxaeleoNlauor .o assaMr000xn wU«neageo�area:up�o�s»taevM�erarea. -
00' I I�teral J' 6'32' .D�rug �Jgn�o be CelemireJ by Me speti�er Wz petl
N 'D'r�age I� P ESaOW � � ��B �M��Be�ra�Y�Msll�ertqurenun�b�e � I p 8 h al b � k vA' M1ewPOaselayeraMmayreQu�e+n
b dBGT1Mpe k � tle.
a � oa�e, �oa a rv�n, �'r��a o�on�ry e��a oi�w�a«:�o�. � o«i aa -«�x�o���y be�orree a:a s�o 0
- - BodPave85""pavercellsfilletlwithin02' 0:3o baa�w*n,�:A�i� ,Ka�,�, n-n�a�ymnor.����a»�na�ak��i
- ofihesurtacewith60:40rootzone(see rv e �m�mamixagroaK��a�am�apq�w��: rc��.e�r.ewoa�e^esnerro��fi�ceqa�eaw�su�m�,«+ro,�eap�w�-awo��m�s.o�g�qa���,�,s�nwro,mm�es:,o��=
- - aeq�no�s.
i �O O O O O Note 8)then seeded or tuded and fertilizetl
,,,�e�aw�oo me�:e a nmc,M��es o�,�eeo>ww•.o.ameae:�nao�ir N,a i iorHvoes aod��Huo�s��oe on�Meo o-�m eomo-ym�s.
O O O O O O
O O O O O O Table 1:Typical Sub-0ase Thickness(Tx)Requlrements-refer to�2�Typiiical Construction Profile
,9.r I i � xo�«�di
II O O O O O O aP k whKono ro Iw7 �+crH sueceaoEsa� � � � ;y I �^cc oise.rwro.w�
O O O O O O ..._ .. .. . .. ..._ .. . . .. 9U8 S MC NESS AI I�u.l♦
...-_ ..-_._.._
z %1fq
I wcxs..,ott zanOwcaaonalNG�avzss -4 E 120nm T%tfi0
0 0 O O � O r =z<a 90mn, I ]5" +t
=i<z aeo � is xeo
_ -_
_._ _ __._._ .___.—
1.- ._ __ mo�� � a� 1 ro
zG
ikm.enwk�:s.,�ao�ersom��,�rv��� a.'a I, inrmm . - m
. a
=2� JS�,m I 54 Gl i.
� -t.> >fi0m�m �0.3' � .�C�
-_-__-_._-_._-_I.-. .i.. '
Table 2:PavLiy Grid Specificatlon
o. i.,� 7 onw
BodPa e 85:Grassed Surlace Paving Gritl p,�,..�- - - d„d.,�r�ns � � � �
._—_..__ .-... . . . .-......_ . _. ___ ..._ ...... _. __. .. .. _.. . _-.
� __._-.. .._. . .. ._.
Sule�.N_�S
aierWl =CObrecyGe4pNyainylere
Cabur aptlrn.. 51acF G m 8 Na�ural
Paverplmenaloru xiB.)'y1.8]".1.3T'yro��ndnplkn
Innlalled Paver aha x 19]-(d gbs pOr 1.}y�f2)
nal u0 elze sie4ateE}.fi'Vlepue 8�8'RouM&wpetl
i sn��w e�,yo� I z wnteo,na,�e:e�ioseo�en�oma�aim�
Icen wa�mi��.�.. I o.i��o.s�
w.iem Mommnp
nanazrinecewcMlrykel '�.��JG1io s�lyar
iG�us�Reslztance�unMeUl •�)S�ons'
fl qntl5�ear I�n�.�ral 1.:f5"long Cross 8 T smlon grwM sp4as 1�8 pe�pnveri
IOPon'ca�*�„ 1op91°6/Bau]5°w
necNen rype ypin9 Eape LooP 8 Cel conrieclbn
Interl ckMxM1nnlsm In�egrNsellbcklrg5na{FFi�CN0.�
GM1emkalrexlalence E�cNen�
1 m;�=r,I __._-- Oplional Vehical Edging Board or Curb uv...vu�o.,
! _�
_._- ro,r�rr no�.o,c
��— � BodPave 85""paver cells filled within 0.2' -------� - - -------
___.... ____ _.
: '� __.. _-__.. 9.aalne�aver 6o au mo�zore 1 wk el 1'-1.�5'�No
------- �- - of the suAace with 60:40 rootzone(see _. __ _ _
��. �_. �In 1 eea Ma) bo<o roo�zone tsre Nore el��'�Ncx
z� � � Note 8)then seeded or turfed and fertilized _
z z,s ...___ _ „ ..«�ew�n � oo,��nzn��xre�en.m�,ie��wes�eawnas�eawm
---� � Bedding Layer.2"-2.75"Ihick consolidated —
�.�... .. ... .�. --� 60:40 rootzone(see Note 8) "�" � �_ �: �0+ "�� . -�� '�
ix i5 ..y�¢ .... M CI ' ( & es1�5�
a�-is�� � - ��-- � BGT100Geo�extileFabiic � i so�nar.�ee�ahoeswa F ��m,,o�,en
L �
- ����� � .� (see Notes 4,6,&7) s o-e,a.smm.me�� san,n,
� ....__ Existing Soil .._ .. . . . . . _. _..__ . _ _ _
� � , Ch rt 1:Field g d nce fo t ating s trg tl strength
` � �-�- Tensar Trihc''TX160 Geogrid&optional -� - - --- � - �T
-� � �\ BGT100 Geotextile tabric(See Tables 1,2 lr �a�`� . . °P"' .. ���
8 Notes 1�8 7) i coo.kk��r I� r.�n Mwi s�) `-_ -�
� �.n.Re�� w i�e�PNmn�� —_ ._-.. We __ °_ -_
Sudbase Layec Thickness(7x)&Type I svr •�. ' �w.qm
-_ _
_ _ -__ __.__ .-. _ _.—
\ determined by Table 1 8 No[es 1-5 ery$� �„�,q„ee.rs M,�:�a„ck,y,Aw �z � �z5
- Drainage Options(see Noles 2,3,6,8 7) I �^��`� �i4���
...__ ._-.._- ... __
. -'_-_-_. _ .___
-- Subgrade Soil(subsoil)(Refer to Table t, .,,n E'ry'"`��0 ey ""�k""'�"�"9 za n�o��e i zsao
'. n,y �ess�,: m sr.�
__Chartt&NoleS) _ II_ . '-__ _- _. __"'._-_— _-. _-"_.._ _.-_.'- _ _-.. 1
Z BotlPa °n 85:Grzssetl Surtace:Typical Construction Profile � � a ey moaa�am w�ww aa i-z aai� I
���s�a e ... __-. _ ._ . -._ . _-..._ _ Mae���,�
.-N .-.-... -_ _. - .- .._ - _. _ � rlmjer�reswre snxs�'
. .. I .. _ . - .. _ _... _ _..—."-. _ �_�
... ___(rn _-... L1M IroS il ckruls .-___ 1-0 <0.]S
�Ganro�EemouNeEWI loeJeUmreWctim ��
na I. re�����aM�n�me we sw�� �sso .� a.� �s�w �
—'._ _...�._ .- __.. ___ ..__- __.._ ._.__.-_ . __ _ _- _-
rr+s naa a�wa�.o,o.�aoe a:a�.,�n io n.,:ass��c me��arna���i s�aMn:aib�,ao��,emem:i��o�,o�y e�wm:�m:���eno�s.eomrw�o�s�q.�o�nro�s�axy m,a�r io::«e�.,no�e:�nu�o o-om me
�:a oi m�:awne.
Researdr eanle0 wi py S�eMdtl tlnivero�y UK Depanmenl 01 MacM1ankxl Englneenng.�RennlmNAlkn MarcM1 1009�
Please rote�na��M Inbrmation a�ove is givm as a gube mly.NI vzes aM vrepF�s are rrommal Fg�res a�M mey vary lo rlul lx W�fisM1atl.Botldnglons cannoi be NaMa�or tlamaqe cauze�by ircnnec�nsialauen ol
is po0�d.Fiwl ceterMnaiion d I�re wMaGAliy ol any inlarm�en p maio�k I br me.use contempLleO nntl ine rrun�ier oi Its use Is ine sde res�cnsldYry o�P.e usn.ind�n¢�<er must assume TI nsk a�0
rospansDMY��onnx�k�n�herewilM1.
� e� �s,d� I _ _ - I �s�� i _ _ BodPavec`"85 Paving Grids
����s„� � � �
I 8�0�/�lCiirTQH.s Te1.1-65I-330-Y920 NOT FOR CONSTRUCTION Nis .SAVD^No " q i For Grassed Surfaces
� ia 1fi51797-2319 - ..�..smA.- �.,.ee.� ..�,..n.a„v......� .a°`� sue��.o.Poa�,ua��emuxc*�n+s E . _ ___".. '.
�� —��� e�^ � � a��^r�� �,Feo„� _,,, Specification,Design 8 Insta�lation Guide j
we �d�v„��s . w�ti2u..�,
� _ . — _ _. i_ _ . _ _ _ - - ,�
DESIGN NOTES:
n�iei:ozi:mn�uo�oi�aawa�,�io�qM,� :nanees��oaser«meeoqk�aw��amerauoveo�m�knessmmais,�an.,.A�ianaisnenneaeie�m�u�rinasve��ina�a�ema,o�m��
rn�y,,,�is,m emwa�o„anibe.��.a�b��em�o,�:iae�am�onnav�oa�ee�axkioaeire>su,�o-,�ee�roare^esnaos�Ro•��ee�:iaimavaoar.c�ux�aro��a��mno�smar�eaw�� �
qece tlrxir age sysiem vA�l�in iM1eea�p�.
No�e L SpeGfic slle cNbne vAN OelaiMm II Tensar TrIAi'•iX160 ynoq�N Ln BG1100 GeoieRWe arc repuW.
Noie]:Rcolzcne EeW n�g anl paver N mus�Ce a Iree-0ralnYp.slrvGuraliy sowq puprkry bkrd d untl�.sdl m eenU�,ar�pep�wM ea uee0 F sporblpaM wnelructlan 8 mm�e�y kmtlh�en�fiO.dO n�
�19.i'� .ntlo . ak IrvslNsel de NO tla x1 1 MNce
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Memorandum �, Bonestroo
2335 Highway 36 W
St.Paul,MN 55113
To: Melanie Curtis Pro'ect: Draina e Issues Date: June 29 2010 Te1651-636-4600
� 9 � Fax 651-636-1311
From: Tom Kellogg Client: Orono www.bonestroo.com
Re: 1348 Rest Point Circle File No.: 139-10000-2
Melanie,
On June 17, 2010 I accompanied Evelyn Turner to 1348 Rest Point Circle. The purpose of the site
visit was to meet with the properly owner and his landscaper to discuss drainage concerns and
water damage to the home. Upon arrival we met with both parties and walked the property to
review the drainage issues.
Issues we encountered were inadequate drainage away from the home causing water to enter the
lower level, a drainage swale on the north side of the home that was shaded to a point that
vegetation could not establish itself, and other localized drainage concerns. It was apparent that
changes to the grading needed to be made immediately to protect the home from further damage
and insure water did not trespass onto neighboring properties.
We discussed options with the homeowner and landscaper and agreed to changes that included a
rock drainage way along the north side of the home where vegetation could not get established,
routing rain gutters into draintile under the sidewalk and to the lakeside of the property, installing
a small retaining wall on the north side of the home to protect against erosion and some minor
grading in the lakeside yard to enhance drainage away from the home in a manor that would
minimize impacts to the slope to the lake. Given the amount of rain that had fallen in the recent
days and more rain imminent it was my opinion that these improvements were urgently necessary
to minimize further structural damage to the property.
C:\Documents and Setdngs\mcurtis\Local Setdngs\Temporary Intemet Flles\Content.0utlook\6RMDF9G3\MC Merta Regarding 1348 Rest Point Circle.dooc [TNS 06-2010] Page 1�1
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_ �v�-�`jUtir�►-�a�u�-� * v►�c�r``-P��r�-�t71.cS k _ �
Melanie Curtis
From: Tim Lovett[csilandscaping@yahoo.com] � ����-I ��a ��
Sent: Wednesday, August 11, 2010 11:44 AM �GP/'UY ��
To: Melanie Curtis
Subject: Re: 1348 Rest Point Cir- Permits 2010-00613 & 00614
Hi Melanie
I guess I am a little confused about these changes you want us to make at 1348 Rest Point Cir. for a couple of
reasons. First, I met with the city planner and the city engineer on site with the homeowner before the project,
and we all agreed that installing BodPave in these 2 areas was fine due to the fact that it is a 100%permiable
product when installed correctly. Second, I did install the product correctly without draintile - as adding
draintile is only recommended when the water needs to be channeled out from under the product to another
area. I consulted directly with BodPave about this when we purchased the material. Without the draintile, the
water permiates directly under the BodPave product as fi it wasn't even there. In fact the city engineer on site
agreed that we would probably be increasing permiability in these areas when we tore out the hard compacted
clay top layer that was left behind by the builder. Finally, it was understood that the homeowner will often need
to park up along the road. This was creating a muddy mess since he needs to park all the way in the grass in
order for vehicles to pass, due to all of the mail boxes directly across the street. With no city curbing on Rest
Point Cir the run-off from the street was creating erosion that would eventually plug the new dry river bed and
drain-tile system with mud over time. This would in-turn seriously jeprodise the proper water drainage for 1348
and the neighbor to the north, that we and you have worked so hard to correct. Please call me anytime to further
discuss these issues. I am happy to come in to the city offices or meet with you on site if necessary. I will also
contact my BodPave representitive and get a letter from him backing up our installation techniques and the
products permiability.
Thanks,
Tim Lovett
612-226-8344
--- On Tue, 8/10/10, Melanie Curtis <MCurtis(a�,ci.orono.mn.us>wrote:
From: Melanie Curtis <MCurtis e,ci.orono.mn.us>
Subject: 1348 Rest Point Cir- Permits 2010-00613 & 00614
To: "'csilandscaping@yahoo.com"' <csilandscaping,�a�yahoo.com>
Date: Tuesday, August 10, 2010, 1:44 PM
Tim
Thank you for submitting your construction details for the BodPave installed at 1348 Rest Point Cir.
� We have reviewed your cross-section, the BodPave installation specifications as well as the marked-up
site plan. According to our engineer, after reviewing your cross-section, the BodPave was not installed
according to manufacture specifications for a fully permeable area. Based on your plan, it appears that
the necessary drain tile was not installed. Further, an area along Rest Point Circle was improved with
BodPave. This area was not discussed with City Staff and is not approved.
The BodPave area between the driveways must be modified to meet the permeability installation standards or it
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'
. must be removed completely. As you may be aware, both properties are restricted to a specified level of hard
cover (impervious surface). The installation of additional hardcover puts both properties out of compliance
with their respective hardcover allowance.
The improved area along Rest Point Circle shown on the plan must be removed completely and the area
between the driveways must be corrected. In order to finalize the permits (2010-00613 and 2010-00614) for
the land alteration/grading and the retaining walls you must comply with the above instructions as well as
submit an as-built certificate of survey to verify compliance. Please correct the above and submit the as-built
survey by August 20'h in order to avoid action by the City.
Please contact me with any questions on this matter.
Thank you,
Melanie
Melanie Curtis
Planning&Zoning Coordinator
City of Orono
2750 Kelley Parkway
Orono, MN 55356
Direct Dial: 952.249.4627
Fax: 952.249.4616
Planning&2oning Office 952.249.4620
Email: mcurtisCD.ci.orono.mn.us
Website: www.ci.orono.mn.us
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