AF - 40873��
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Caty of Fridley, Mirm..
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�2� �� LO �O�BUILDING
No. Stceet F p � ���...._..—.. Part of t
Lot _ �� _ Slock . � �Addition or Sub-Divfaian -
Coraer Lot _ Inside Lot Setbe,ck __��.� Si yard 2�
Sewer IIevatiaa
Foundation IIevation
D PTION OF BUILDING
� nt � Depth Height � Sq. Ft ��� Cu. Ft����
Depth fTeight ��Sq. F� Cu. Ft
Type of Conetruction ����2�� F�t. � .__ T�be Completed
.�%�
In consideration of the fsauance to me of a germit to canstruct the building descri�d above, I agrce to do
the P�P�� work fn accordance with the descrlption above set P an compliance wi Prov3s�tons of
ordinances of the dty of Fridley. _ %/� �/�� _ a
�
Ia cansideration of the payment oP a fee of `�� , permit 3a hereby granted to
to construct the buildia$ or addition as described above. Thls perrnit is granted upon
the express condition that theperson to whom ft fs granted and his agents, employees and worlQnen, 3n all work
dane fn, around and upon eaid building, or anype� thereof, shall conPorm in all respects to tt►e or�inanc�a of
Fridley, BZinnesota g laation, conatruction, alteration, maintenan repair and moving of builc�ings
within the dty limiffi�ean�thia pernnit may be revoked at any� vi�i�a�'oB�f aay of the Provis�ions of said
ordinanc�s. s� , 1
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�'�, NOTIC�
ihk psemM doa aet eowr i6s eees�roeHoe, imtalldten �er vrWag, plumbtee, ea 6aHne, iew�r or wafe�. B� iure to a�
tha Buildie8 lesp�etoe far aputl� �wrmNs /or th� h�s.
. �
APPLICATION FOR BUILDING PERMIT
CITY OF FRIDLEY, MINNLSOTA
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LOGATI01d OF BOILDING
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N�.� �� Street ��►�� Part of Lot
Lot Block� Addition or Subdivision ������
Coraer Lot Inside Lot�Setback Side-Yard
SEWER ELEVATION FOUNDATION ELEVATION
Applicant ateach to thia form Two Certificates of Survey of Lot aad proposed build-
ing locatfon drawn on these Certificatea.
DESCRIPTION OF 8 G
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To be used ae:
Front Depth fleight
Sq. Ft. Cu. Ft. �� � � �
FronC Depth Aeight *
Sq. Ft. Cu. Ft.
�
Type of Construction Estimated Cast� _
To be Completed �„�,�� �� %�� �j
The undersigned hereby makee application for a permit for the work herein apec�fied,
agreeing to do all work in strict accordance with the City of Fridley Ordinances and
rulings of the Depaxtment of Buildinga, and �ereby declares th�t.all tihe facts and
representat3ons atated in this application are tru co t
�.
DA�'E SIGNATLIRE
(schedule of Fee Costs caa be found on the Beverae Side).
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BUILDZNG PEIdMIT FEE SCAEDULE
SeGtion 2. The TnspecCor of Bu3.ldings ah�ll, before ieasaing any pern�it fAr
�he erection of any building or structure, or for aay addition to �ny ex3st-
ing building or strucCure, or for �ny alteratioas or repaira to any e�isting
building or structure, upon application therefor, requira the paymen� by the
applicant for auch permit of fees to the amount herein below set fosth �nd
in the manner herein provided to-wit;
Z.1. For �ay suct�:permit for the erectioa of aay fire-proof building, .othea�
than a garage� warehouse, factory or gzain elevator, or fos the erecti.on of
any fire-proof addition, for aimilas occupancy, to anq egisting b�ildin�
shall be at the rate of $1.40 for each one thouaaud cubic feet, or fraction
thereof, in such cuhical contents.
2e2. For aay such permit for the erectioa of any fire-proof garage, warehouse,
f�.ctory or grain elevator, or for the erection of aay fire-proof eddition,
for simi�.a.r occupaacg, to any existing building ahall be at the r�te oi $1.25
fo� e�.ch one thousand c�abic feet, classified as °1fireproa€" bq Sectioa 502 of
the Niinneapolis Building Code.
��?USES
2.3. For any such �Sermit for Che erection of aay non-fireproof building other
than a garage, warehouse, faceory or grain elevator, or anq aoa-fireproof
addition, for similar occupancy, to any existiag building - pesmit $1.�0 for
each one thousand cubic feet.
GA�iAGES
2.[}, For any such permit for the erection of any non-fireproof garage,
warehouse, factory or grain elevator, or for the erection of any non-fi.re�roof
addit�on, €or similar occupancy, to aay existing building or far each euch �
�.�idfng or addition - nineCy cente ($0.90) for each one thousand cu'�ic feet
or fractioa thereof, in the cubical caateats thereof with a minimum of $4.OU�
�'or the purpose of computing fees for building permits, the cubical contents
of any building o�c additioa to a uniform height throughout by multiplging tiae
gsound area covered from a poime sis (6) inches below the flons line of the
basement or cellar to�the avar�ge heighC vf the upper aurface or to the
average heighC of the roof surface of the main�.gable of a p�,tched roof.
2.5. For repa3ra or alterations to an existiag structure, the fee ahall be
at the rate of $3.00 per each Five Hundred Dollasa ($500,U0) or fractioa
therea£ in the coat of a11 proposed work.
2.6. In no ca�e shall the fee chargAd f.or an� per�,tt as set forth in
Sectian 2 be less ehan $4.00.
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' + � � ��� � -O�ON �OMBINING TME RECORDS OF
HA�iV Y A. CARTVi�F1`IGHT J. E. HILL. CIVII ENGINE6R
w o uNTtr suFtvers ceTwe��sMEO +eve '
'NCN rN c aTr suRVers. LA ND S UR V EYORS G F. SAIVDHOFF
NEAPOL SURVEYS •
8 O PA�M S EET N. W. pgp�sT6RiD UNOQR LANlO OF BTATB OF MINN680TA CIVIL ENC,SINEER
EBTa8L19MHD fY08
SUN9ET 7888 '
` LICiNSED sr ORDINANC[ OP CITY OP MINN6APOLIB
• � ow ER JAMES NEL30N
, 326 PLYMOUTH BUiLDING FEDERAL 8-B721 Suwveroa �
INDUSTR A — JUDICIAL
NENNEPIN AT SIXTN r MINNEAP041S 3. MINNESOTA �TABLIBMHD �osn
■us�N6s8 ToPOGF1APMItAL + � METROPOLITAN LAND
CITY 60 �— PLATTING ���eYor g�ertitteate SURVEYORS, ea►we�isNeo we�
' Ar�thurt, E. T�olle 201�21
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HA�iVEY A. CARTWRIGH`f
ANOKA COUNTY BURV[Y8
M[NN[PIN COUHTY SURVEYS
MINN[APOLIY SURV[YB
E410 PALM STRBET N.W.
BUM�ET 4•7E55
OWN[q
INDUiT111AL — JUDICIAL �
•UtINESf — TOPOORAPHICAL
CITY LOif — PLATTINa
�.rthur :.. ':Tolla
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CAR1'�1iRIG�T �c O�S011I
LAND SUR�V"EYORS
R[01/T[RtD UNDtR LAWf OF fTAT[ OP MINNtBOTA
LIG[NftO ■Y ORDINANC[ OF CITY OF MINNEAPOLI6
326 PLYMOUTH BUILDING FEDERAL 8-8721
HENNEPIN AT SIXTH • MINNEAPOLIS 3. MINNESOTA
�u��cpor'� �crtiticatc
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I hereb;� c�rtii;� tn;at this is � true �
an�3 corrc:ct :••�:�:::�,ent:�tiori ot a survoy ,
of tlie bouiici�..•i�:s of :
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Lot 1��, 310.,.. 'l, _,c�;;e;rat..r G:.r�c.ns,
l:nol:a Count;;, i•.ir�ne�ot:�., e:;ceptin�; thor��-►
froM tYie foll:,wic�;: curi,i�nci.t�; ���t the o
Southeus�t coi•nar oP s.:i�.l Lo-t l�; thenc� a�
J�;ort.Yi �i° ;;� 1.:" "•'csl; ?:;. "r� feet; �thenc;: u,
t:ari:ll �2° :;:_ � l;i'� :•:est •1�1. 3'; f•,:et i;o :.:n ��
int�r:�cctiun :ri.i:h t'.ie i�lorth:�.��t�rly lin:� '
o° srai:: l,ot �! �'; t}:�snc+� �;outh 2�,°;_� ����� ,;;;.±
?ii; foet to th� r:n,;l:� point in tiia .�;ast lin�
of s.�ic.i I.ot; :�:;; �:i:.:�nc� ::outh !:° � ';�'' .r.st
1i:1. ��:1 .:::�:t L� 1;:i:_ �.,o�nt o� tr•�;ir,nin;; �
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:.n� or t;hc �ac�t�ti:,n �i �::11 buil.:.�in�::, if
�n;/, thc�r�or., •.n:s :.�]1 vi�i.ble encro :ctir.:�:nt�,
if �ny, froi�� or on ,�,iu l::n•:i. :'.� �arv���✓�s�
by r.��� thi� ti:� .. =.;, Yo �' ��.pri:l, 19�;�.
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CC�•�b�NINC: 7HE RE�t•hu5 GF
J. �. HILL, Clvi� ENGINEER
csTwousNCC i�v•
C. F. SANDHOFF
C1VIL ENGINEER
EYTASLISH[D IOOa
JAMES NELSON
' SuRVeroa
[{�ASL1�M[D �csa
METROPOLITAN LAND
SUIIVCYORB. LbTA�l.IBM[D 1119t
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SIGN[D � � ' •' , •• '.� ---
�.t�JWRIGHT wr+o OL90N-
HARVEY A. CARTWRIGHT
ANOKA GOUNTY BURVRY6
M[HN[rIN COUNTY SURVEYS
MINNEAPOLIi BUHVfiY6
8410 PALM 5TREET N.W.
SUNS[T 4•78'J5.
OWNCR
INOUaTR1AL — JUDICIAL
BUi1NE�5 — TOPOORAPMICAL
CITT LOTi — PLAiTING
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LAND sUxVEYURS
R�OIfT[R[O UHOt11 LAW� OF aTAi[ OF MINNE80TA
LICiNYRO �Y OROINANC[ OK CITY OF MINN[APOI.I�
326 PLYMOUTH BUILDING FEDERAL �B-BiZI
HENNEPIN AT SIXTH • MINNEAPOLIS 3. MINNESOTA
�nurbrpor'g �ertitic�ytc
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I hereby aertif`y that thta is a �
tru,� ar�d correet x'epresentation �
oP a survny of the boundaries ofs �
Lot 19, Block 1, Ed�ewatc�r aardons,�`�
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and of tho location oY al1 building�
if aqy, thereon, arxi all visii�le
encroaci�meata, i.� az�y, frc�¢n or on
said land. As survt3qed by ma t.hi a
Frth day of April� 1959. �
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COMBINING TME RECOROS OF
J. E. HILL, Civ�� ENGINEER
L�TABLISMtD 1N{
C. F. SANDHOFF
CIVIL ENGINEfiR
L6TABl18M[O IY00
JAMES NELSON
SURVEYOR
E6TABLIBN60 IY33
METROPOLITAN LANO
SURVEYORS, �aTweuaMCO �nei
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SIGNEO r �• -- .-'
CARTWRIGHT wNO OL90N : •
HARVEY A. CARTWRIGHT
ANOKA COUNTY iURV[Yi
MtNH1.rIN COUNTY SURVFYS
MINH[APOLii iUqVEYi
84/0 PALM 6TqEET N. W.
BUN�IT �•7B'�6
OWN[R
INDUfTR1AL — JUDIGIAL
•UfIN6ii — TOrOGRAPHICAL
GITY L0T6 — rLATTIHG
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LAND SURV'EYORS
RROI/T[R<O UNO[fl LAW� OF •TAT[ OF MINNSBOTA
LIC[Hf[O OY ORGIHANC[ OF CITY OF MINN[APOL16
326 PLYMOUTH BUILDING FEDEHAI. 8-8721
HENNEPIN AT SIXTH • MINNEAPOLIS 3. MINNESOTA
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I hereby certify that this is a true .�:nd
correct repr��sc�ntation of a survey oC thc�
ooun��ries of: ' '
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Lut 17 �.nd th:;t nart oi Lot 13, Bloc�: 1,,; ��-,.-
'_:d�e�rat�r G�s:3ens, %.noka ::ounty, hii.ru�e�e�:�• % ' "
dc��cribe:i .�s .�olloi��: Coramencir� �t tl:e '�outli-
LJ05t corr�r o�' s�.i�J I.ot 17; thence ilortli 8° ;.� 1:�"
:J�st 90.<�3 Teet; t}i�nee Plorth 22° 3� � l)" '�:e�t
1�1.3� feet to �n intors�ction �,rith the ��l��t line
af saiJ Lot 17; thence �outh 2�:,° 2_ �?�" .�;�st
alon� th� i1e�t�:rly li.ne of sai� Lot 17 �i di�tuncE
oi 1L�3 feet, mnre or le�s, to t}ie <�.nNlr� paint �
in tho J4id ::e�t line ot L.ot 17; tlienc� ::outli
t:° ,:� �0" ::=�t �.lon� the !•io�terly line oi' �r�id
Lot 17 101. `.:'1 fcet to tho point of beEiruiin�; .
:.nd oi' thc: l�c�tion o� �ll buildin�3, if anf,
tliereon, and a? 1 vi�iblo enc�•o�:chr.,cnt�, ii° r.n
i'rom or on sai:: l::nri . e! s surveye:a by r^o ,V �qy •3�2- 3o'!y
�;he f:tn d�y o.� :►pril, 1959.
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COMBINING TH@ R[COROS OF
J. E. HILL, Civi� ENaiH��R
Rs7AaL�sNw t�a�
G. F. SANDHOFF
CIVIL ENGINEER
iBTAML10M6D 1�0�
JAMES NELSON
SURVRYOR
[6TAp{.IiM[O 1 �21
METROPOLITAN LAND
SURYEYOR6� l'S7A�L�6NL0 tp�t
lnvoice 2U1t21
`� ^�DENOT�S IR0
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C/�'� f�iG�NT �NO OL90N 4 , �
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Julp 7, 1971
Pool at 6675 East Ri.ver Road appraved subjeet ta co�enta b�lows
1. Pooi should have a main dra�n from C�e bottom and the skimmer to
provide adequat� coatrol and cis�ulaCion. (skiaun�r and maia d�sia)
2. Frov3de vacuum 6reaker on house epigot if eop of pool ie lawer
than �pigot oa houee. Gheck witb l�l�ing Tnspector,
3. Wo electric 11ne� or �ewer line� aear gool.
4. Provide lettex on £eneing if ao feace around ya�cd os pool.
Drawing show� a fence.
5. Fzovide a pa�io or ehe l�ke oa entrq ta poe�1 ta keep grase, sand,
and debris aut of gool. Wormallq. we want a 4' deck around poa1.
b. W� recc�nd ehae filter �nd pumg and s�r be appro�e� end �eated
bp the Net:toaal Sanitacicm k'ouadat�.�n. I am aot aware th�� this
equipmenC i�s so approved. Wt will accegt it, howeve€.
7�l A1]. w3riug musC be checked by the Eleetzic�l Inspecter eapeGiaily
£or psopez grauuding.
HE1R� J. M�PHEE
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II Division
� Combination
Fee ovmer:
ContraCt purchaser:
DIVISION / COMBINATION REQUEST
Municipality FRIDLEY uate / /
For tanes payable in 19
Taxpayes name: '
A�ddress :
PIN LOT BLK SUBDNISION OR DESCRIPTION
Note: If this is a request for a division of a tax parcel, the leqal
descriptions of the new parcels must be attached.
X
a Fee owner a Contract purchaser
Note: If the request is by a contract purchaser, the applicant must already
appear as the contract purchase= in the county tax records or a copy of the�
contract for deed must be attached.
Checked for delinquent taxes by: Date: / /
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Ci.ty of Fridley, inn
6431 University Ave. 1�. E., Minneapolis, Minn. 55432
BUILDING PERMiT
��; _ Julv 8, 1971
p�; _ Richard Silverstein g�� Pool Center
,� 6675 East River Road Ad�y 7701 East Ri.ver Road
�7 ��S
__ 10�
LOCATIOiV OF BUILDING
1�T0 �675 Stt'eet �agt Ri� v Roa _ Part of Lot
� ].7.18 &19 Biock
Addition or Sub-Division = E�geraater Gar enc
Corner i�ot x 7nside Lot Setback r. Sideyard
SeWer IIevai�an Foundation IIevation
DESCRIPTION OF BUILDING
�o r,� v�a �:
Poo1 �n� �p� Height �. Sq. F� Cu, F'�,
FYont Depth Height —. Sq. Ft G�. Ft
� op ����� Steel �, �� ,,,_$1650. To 1� Completed _ 7/15�71
Subject to stipulations by Health Inspector.
In consideration of the �tssuance to me of a permit to construct building descril above, I agree to do
�he proposed work in accordance with the descr'ipt3on above set ia co � e with all provisions oE
Or�aaces oE the dty of Fridley.
� /,
Ia consideral3on of the payment of a fee of $.�_ , permit is hereby granted to Pool Centex ,
to construct the buildfng or addition as described above. This permit is granted upon,
the express condition that the person to whom 3t 3s granted and his agents, employees and workmen, in all work
done 3n, around and upon said building, or any part thereof, shall conform in all respects •to the ordinances of
I�5�3dley, Minnesota regardi.ng location, construction, alteration, maintenance, repair and moving of bwttt7iagB
a� � city ]imits and thi.s germit may be revoked a t any time upon violation of any of the provisions of tsaid
� � �����.�.`� �� Buildin
S ��
HANK MUHIC$
NOTICE:
This peemlt does eot cove� the eonagrueHon, tnatallafioe for wiring, plumbL+g, ges heaHng, sewer or wafar. Be �ra to aes
t6a BuiWing Inspecta� fo� aeparata permits fo� theae items,
July 7, 1971 .
Pool at 6675 East River Road appgoved subject to co�cne�ts bego�: �
I. Pool should have a main dgain from the bottom and the skimm�� �o
provide adequate control and circulaCion. (skimmer and main d�ain)
2. Provide vacuum hreaker on house spi�ot i� top of pool is lo�er
than spigot on house. Check �ith �lu�bing I�sp��tor.
3. No electgic lines or aewer lines �ear pool.
'k. Provide letter on �encing if no fence around yagd os paol. •
Dra�ing shocas a fence.
5. Provide a patio or the like on ent�y to povl to keep grass, saaad,
and debris out of pool. PToYmally, we va�at a� 4' deck a�oun� pool.
6. We recam�►end that filteg and pu�ap and ski�a�r be app�oved and tested
by the Idatioaal Sanitatioa Fouasdati�o�. I am noC a��are eha� this _
equipment is so approved. W� will accent it, ho�aevex. -
7� All wiri�g must be checked by the Electx�ical In�gsector especially
fo� propeg �rounding. .
a
HARVEY J. MC�IBE
.��..�
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APPLICATION FOR RESIDENTIAL, ALTERATION,
OR AllDITiON BUILDING PERMIT
CITY OF FRIDLEY, MINNESOTA
owr�x � s xat� : s G��i9�.� Si L r��i��i�UILDER : -�� c� � �-
� ��i �j/�
an�ss : � � �� �Si°- a�i ��� � r� annx�ss : � � � � � �'� �.�� .� � ,
rro • �� 7 � s�T • ��S `?' �i U�',P �,
..
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LOT: � BLOCK: � ADDITION: _ ������
CORNEIt LOT: �� INSIDE LOT: SETBACK: SIDEYARD:
Appliaaat attach to thia foxm �o Certificates of Survey of Lot and praposed
building location drawa on theae Certificates.
HESCRIPTION OF BUILDING
To Be Used Ass
�� Front• Depth: Height:
.
Square Feet: Cubic Feet:
Froat: Depth• Height:
Square Feet; Cubic Feet:
�rpe of Construction: _ Eetimated Cost:_,S J(� �C�
�
To Be Completed: � /�/�/
The undereigned hereby makes applicativn for a permit for the work herein
specified, agreeing ta do all work in attict accordance with the City of
Fridley Ordiriancee and rulinga of the Depar4ment of Buildings, and hereby
declaxes that all the facts and representations stated in thie application
are true aad corxect.
�
�aas�= 7/� �� . � sicxa�:
(See Revexae Side �'or Additional Iaformation.)
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F
�BUILDING PERMIT FEE SCHEDULE
SE�TION 2. The Inspector of Buildiags shall, before issuing permita for the
erection of any building or structure, or for any addition to any existing
building or atructure, or for any alteration or repairs to any existing
building or structure, upon application therefore, require the payment by the
applicant �or euch permit of feea to the amouat herein below set forth and in
tiie manner herei.n provided to-wit :
TJNIFORM BUILDING CODE: 7�ype 1, 2& 4-$2.15 for each one thousand cubic
feet, or fxactioa thereof, in such cubical contents. Z�pe 3� 5-$1.85 for
each one thousand cubic feet.
ADDITIONAL INFORMATION
For the purpoae of computing fees for building pe�nits, the cubical contents
of any building or addition, ie determined by �ltiplying the ground area
cavered from a point six (6) inches below the floor line of the basement
or the cellar to the average heights of the upper surface or to tbe average�
heigh� �f the roof suzface of the main gable of a pitched roof.
For repaira o� altesations to an existing structure, the fee shall be at the
rate of $3.00 pez each five hundred dollars ($500.00) or fraction thereof ia
the �ost of all proposed work.
Tn no case ahall the fee chargecl for any pe=mit as set forth ia Section 2 be
lesa than $5.00. '
VBRIFICATION OF FOUNDATION
NOTEs Periai.te for �onetructioa will be issued a miaimum of 24 hours fro�on the
tia�e of applicatioa, to allaw for proper review of the propoeed structure and
of the coases'uction aite.
A Cextified Survey af the lot, shawiag the location of the fouadation, once �t
ha� beea consttucted, wi�l be required before proceeding with the framin,g.
CERTIFICATE OF OCCUPANCY
Appl�.cation for a Certificate of Occupaacy ahall be made ten (10) days pxio�
to tha uae or oceupancy of aay etructure for whi�h a building pe�ait has beea
isev�ed; and eaid atructure shall not be used ox occup�.�d until a.Certificats
of Occupaacy has beea iasued.
'
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. _ ��.
560-3450
���O �''`��e
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ANOKA COUNTY
6437 UNIVERSITY AVENUE NE FRIDLEY, MINNES�TA 55432
August 6, 1974
Mr. Richard Silverstein
6675 East River Road
Fridl.ey, Minnesota 55432
Re: Sewer incident-6675 East River Road
Dear Mr. Silverstein:
The City of Fridley Engineering Department has
re�eived your letter of August 5, 1974 regarding
the referenced sewer incident. Please be advised
that the letter has been forwarded to our insurance
company for final disposition.
RNS/pl
Very truly yours,
t
!/� �
Richard N. Sobiech
. City Engineer�
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��t 5, �97� ���`��`� �
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azcx�n ��. sosY�cx
6ssistant �a.gineer
City of Fridley
6431 Un.�.versi�y Ave NE
Fr�r�].ey, PRN. 55�32 �;
8�`�B�NC�:� Sewer ?aa.ciden 6675 Ea.st 83.ver Frldley, P�I'. 55�32
Dear 1�Ir, Sobiech: -��`-
Th�.s l��ter is 9tn. referenee to a sewer ineident �situationi .
t�hich took plaa� this past Iate fall�: �he follow3a�.g circum-
stances caused us to be the v3.otima of severe sewer baok-up.
g foreign ob jeat caused the sYlu.t-�aff of electric3ty at the
terninal situated at Hice Creek W�,y an.d �st $iver �oa.de
Improper �rririn� at the termin�l ad�ace�t to the pwmrping
st�.ticm. Qau�ed the station to shut dow�.. I� also eaused
the emergeacy light at th.e Polic� Station. and the icerminal
pole light to remain, off`;
Appa��n.tly this sewer baa�-up had bee� going on during the
night as �e notiaed a tremendous odor through-�out the house
i�a. t�.e marning and la.ter upon :�nvestigation, we discovered
at lea�st one aa�d �n.e-half inches of sev�rage eovering our com-
plete ba.sement and 3ncreasi�.g rapidly.
�he Fridleg Police were called almost iIImediatal.y ab.d we
reported the se�rage bac�-up and the wax�3.ug pole light fca�.l-
ure.
g city v�ater depar�me�t emplo�ee, J°ames Brin.dley, arrived
wit�iY�.the hour but he had keys for onl� th� pumpia� station
and no� the elect�ical tex�rninal box.
Mr. Brin.clley checl�ed the �pump� station. ancl verif3.ed the
aomplet.e.stoppage, gt this point, Mr. Silseth was alerted
to the situa,tion and the Northern. States Power Compab.y wa�
nmtified;
Mr. Bri�dley left to obta3,n a pump truck so as to help
alleviate the situation at ha.nd.
� P�r; Pa.umer from N'SP arrived an.d Yre discussed the error �.
the wiring, the pump3.n,g station, ,_our sewage back-up and a
possi'ble solut3.on to iche problem.
Page 1 0�' 2 pa,ges
,�.�
; , t"' .
Au�st 5� 19?1�
B.�E'�C�: Se�rer �ncident-66?5 East Ai.ver Ad Frid:Cey�,I+�T.55432
Mr�, Brindley returra.ed with a ci�y pump3.ng truek but thia was
not pressed in.�o service; .
Mr. 5�,�.�eth arr�.ved with. a key for the ter�m9.nal boz, Mr.
�almer aorreated the wiring �rror, re-set the cu�cuit breaker,
a�.d started the put�p9.ng station.
T4r, Silseth ar�.d Nr. Brindley helped cleax�. up most of t'he
nearlg �hree in.ches of sewage in. the basement. , They �rere moat
helpful, underste,nding, aa.d deserve: much praiseo
A few da�s later the City of Fridley �ngineer ordered a pre-
cautionar�r bacl�-up valve in the �e�,rer line betwe�, the house
and the pumping station�so as to possibly avoid future in-
cidents like this. .� great amount of_digging and earth mov-
ing was done to acaomplish this order.
Up to approximatel� the middle of July, we ha.ve beea�.unabls
to �u1.1� tzse our basemen.t as th� odor was most obnoxious. Ap-
parertl�, the birch pa.n.el3.ng and the ir�ulation beneath the
west wall to�ether with all the wooclwork frame was saturated
�rith. thie sewage. �ven tk�ough the wall� �rerer essen.tiallg
dried, the odor remained. .
Yde have been at a loss_as to what to do. We believe now how-
ever, the odor 3s fln.allg d9.sappeariag so tha� we ca�. fully
use our basement aga3xi.
2'h.e followin.� includes a listing of the destroyed or clam,a�ed
�rticles together with their values: .
B�Q1'!C1 • • • o • • o • • • •
Cla thi.�g • • • • • • • • •
Teachi.�.g Uni�s . s . . . .
Household Items �. . . . . .
Partial restora.tion Af area
i�a.clude soil and grad� �o
• • • • • •
. . a . . .
o • • • • •
. . . � 150.04
• • .• �vO9Ov
. . ,. 200,00
70 00
. . . . . . . . . 4
which would �
�_
. , . . . . . . : 100.00
In. adcl9.tion to t�.is foregoia� incident we ha�e had back-ups
of s�.milar nature reoccurring at least fiv� (5) times over
the past ten years�.
During eaah ira.cident we have been hi�hly in.convenienced an.d
haae iost household goods, edueational materials, alothing,
ara.d ha.ve sustained odor discomforts for_. pariods o� aeveral
weeks or months following each incident. The cost of man�
of these destro�ed or damaged items has never been submitted
to �he c3.ty. .
p ctfull� , ,
� eL�����
Fage 2 of 2 pages :
Iit�13D S. SILV�B,STEIN
Page Two
Meeting of Managers ���
July 23, 1975 f �,
e�...�.�..� ,� '�
APPEARANCES 0'1� �
�°
Mr. Silverstein, Locke Lake area of Fridley, made an appearance to complaTn af
erosion at the outfall of Locke Lake and to question the safety of the dam
structure.
Mr. Hamilton moved to direct engineer to ascertain the cost of making a dam
safety inspection in the event a state agency would not provide it as a service.
Mr. Dimke seconded. The motion carried unanimously.
Mr. Kobar and his legal counsel, Hugo, appeared at the request of the Executive
Secretary to answer the allegations concerning his filling in the Egg Lake area.
After some discussion the engineer was directed to investigate and report at
the next regular meeting.
' Mr. Marvin Lavalie appeared to discuss a possible cleanup of Clearwater Creek.
No specific action was taken.
Ms. Ann Peterson, Ramsey County, appeared to explain the CETA program to the
Managers.
A special executive session meeting was called for Saturday, July 26, 1975,
to discuss personnel matters and possible employees.under CETA funding.
SECRETARY'S REPORT
A discussion was made of the Clearwater Creek flood plain study. Mr. Goyer
moved that the engineer prepare a formal critique. Mr. Petrangelo seconded.
The motion carried unanimously.
TREASURER'S REPORT -
Mr. Goyer moved approval of the accounts payable. Mr. Hamilton secarrded. The
'motion carried unanimously.
Mr. Hamilton moved adoption of the Treasurer's Report. Mr. Goyer seconded. The
motion carried unanimously.
Mr. Hamilton moved approval of the minutes of July 7., 197�, as submitted.
.
Mr. Goyer seconded. The motion carried unanimously.
Mr. Dimke moved approval of the minutes of July 9, 1975, as corrected.
Mr. Petrangelo seconded. The motion carried unanimously.
Mr. Petrangelo moved to adjourn. Mr. Hamilton seconded. The motian carried
unanimously. Mr. Cardinal adjourned the meeting at 11:50 PM.
Respectfully su�mitted,
George V. Dimke
Secretary
TS/ dr
SPEED MESSAGE R pA�E
ro Paul 6.
suB��cr Pick-up of Debris Near 6675 East River Road
July 23, 1975
As discussed with you, we have had a request from the gentleman
at 6675 East River Road (Silverstien) regarding debris on his
property. You indicated you might be able to schedule the County
work people to pick up ihe property�adjacent to the Creek on the
south side of Rice Creek between East River Road and the dam. I ,
would a reciate an hel you can ive these eo le due to the �
pro ems they have had with the high water and fiooding earlier ?
this vear. ;
C ilpe "SNAP•A•WAY" RORM 44•899 2• PARTS
WILSON JOHES CONPANY •� 1961 • PRINTED IN U. 3. A.
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From Shirley: The Silverstei�.
claim was considered by our ins.
�carrier at that time; Western Casualty
F Sure�y. She has been talking to
John Albright, Administrator. in the
Claims Dept. Their file # FL598074 .
MINN. The claim arose from something
that happened the Fall of '73, but
.was not reported by the Silverstein's
until 1974. Claim denie.d presumably
because o£ the time lapse. �
Western Casualty F� Surety
an attorney to represent
be calling you to discuss
Court Oct. 6th,9AM
will be sendi�
them and wi11 �
this. �
. � -_ .
SPEED MESSAGE,� DATE '��t,.�' 1275
• M� 'y .� ..��� . �
SI�BJECT. S mm+o c� Np�j,CB o�' Hearin�
' AgTe��r rn�r tr.�7e3Thenr� onnv8T8�'C�i�I1 O�'1 �2 T%$T��@��� ��31� ��"
attached 6u�nmons F, Notice of_Haaring to Concil�.ation Court, regarding
a ci m a��in�t the ��tv o��rgdleT. (�e w�.11 awR3t wor� frc�mTou
regarding Home Insu�ce Comgany � the Cfty of Fridley representation
at �che �,e�ra ng on Octobe�r 6; 1975. '
Tf anv fnformatian re9�c�ng Fp3 d1�iT! � acti�n to d�.ta oa this claim
is r�qufred, pl�ase feel free to ca11.
FROM DfCk SOb$eCh
G [,1ne "g NAP•A•WAY" FORM 44•B98 2• PARTS
WIISOH JONE3 COMPANY � n 1881 • PRINTED IN U. S. A.
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R � STATE OF MINNESOTA
� COUNTY OF ANOKA
� R3chard/Idebelle Silverstein
6675 East R3ver Road
Fridley, M3nnesota 55432
�
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�
PLAINTIFF, Vs.
City of Fridley
6431 University Avenue N. E.
Fridley, Min.nesota 55432
DEFENDANT.
�
�
�
�
THE STATE OF MINNESOTA TO THE ABOVE NAMED DEFENDANT:
CONCILIATION COURT
SUMMONS AND
NOTICE OF HEARING
Fi 1 e No. 10351
YOU ARE HEREBY SUMMONED TO APPEAR at the Hearing of the above entitled case at
9:00 A.M.,on Mondaq, October 6, 1975 , at Blaine Citq Ha11
(time) (date) (place)
at 9150 Central Avenue N. E.
(street address)
c
The plaintiff has filed a claim against you in this Court in the total amount of $1�000.00
including the filing fee, for the following cause:
For dama.ges resulting from faulty pumping station which caused
sewage back-up plus lack of restoration of property after attempted
repa3r.
Date: September 23, 1975
Deputy Clerk
IF YOU FAIL TO APP�AR AND ANSWER THI9 CLAIM AT TH� ABOV� TIM
JUDGMENT WILL BE ENTERED AGAINST YOU BY DEFAULT FOR THE AMOUNT CLAIMED. �
CONTINiJANCES: A continuance may be granted only for good cause stated in a written request, which must be filed with
the Clerk more than five (5) days before the date of Hearing; or by the Court. All parties will be notified by the Clerk of any
new date set for Hearing. The Court may assess costs of not to exceed $25.00, either absolute or conditional, to the other
party as a condition of granting a continuance of any case;
COLTNTERCLAIMS: The defendant may, if he has a claim against the plaintiff which is within the jurisdiction of the Court,
file it with the Clerk not �less than five (5) days before the Hearing date, with the filing fee. The Clerk will then notify the
plaintiff of the counterclaim. Both the claim and the counterclaim will be heard at the same time.
EVIDENCE: Each party must bring to the trial all witnesses and exhibits, including repair bills and estimates, deemed
necessary to prove his case. Upon request, the Clerk will issue subpoenas requiring witnesses to appear. Statements or
affidavits from persons not present in Court are of little value.
HEARINGS: After the evidence, the Court will usually take the case under advisement for later decision. The parties will be
notified by mail of his decision. If a party changes his address, the Court must be notified. '
ALL CORRESPONDENCE AND INQUIRES SHOULD BE ADDRESSED TO THE CLERK OF CONCILIATION COURT,
ANOKA COUNTY COURT HOUSE, ANOKA, MINNESOTA 55303.
210-5-78-SM
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�
. CITY OF FRIDLEY
MEMORANDUM
T0: DICK SOBIECH, PUBLIC WORKS DIRECTOR
FROM: MARVIN C. BRUNSELL, ASST. CITY MGfc./FIN. DIR.
SUBJECT: CLAIM AGAINST THE CITY BY SILVERSTEINS
DATE: AUGUST 2, 1978
������
Would you please make up a report answering the questions the
insurance company has asked regarding the claim of the Silversteins.
I have enclosed a copy of the claim notice sent to the insurance
company and the Silversteins' letter.
Thank you for you help.
MCB:sh
Enclosures
cc: Chuck Boudreau, Parks and Recreation Director
j� 8/3/78 - Please see attached letter to the insurance company.
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8431 UNIVERSITY AVENUE W.E., Fbi1DLEY� MIIdNESOTA 6b432
August 3, 1978
Reynold K. Petersen, Claims Representative
The [Jestern Insurance Companies
Plymouth Building
12 South 6th Street
Minn.eapolis, MN 55402
Re: 78MI 2494 CM 85560
City of Fridley
Idebelle & Richard Silverstein
6675 East River Road
D/A: 1978
Dear Mr. Petersen:
TELEPHONE ( 812)Si1-3450
In regard to the above claim, and the questions you asked in
your letter, I can only respond that due to the heavy.rainfall
and heavy storms our area has experienced this late spring and
early summer, materials entered the creek and flowed down to the
Silverstein's property.
Because of the excessive amount of rain, runoff etc., there was
a considerable amount of debris, however, the City has not claimed
any responsibility for ma.intenance in the past.
If any other information is required, please call my office.
Yours very truly,
Richard N. Sobiech, P.E.
Public Works Director
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� PLYMOUTH BLDG. • 12 SOUTH 6th ST. • MINNEAPOLIS, MINN. 55402
612/339•0481
July 31, 1978
City of Fridley
6431 University Avenue Northeast
Fridley, ;iinnesota 55432
Attention: �iarvin C. Erunsell
Finance Director
RE: 78MI 2494 Ci4 85560
City of Fridley
Idebelle Silverstein
D/A: 1978
Dea.r Mr. Brunsell:
We received. the accident report regarding the above captioned
ma�ter and the letter from Mr. and Mrs. Silverstein.
Please have the appropriate person at the City send us a report
as to just exactly what lzappened here.
I get the impression, from reading Mr. and Mrs. Silverstein's
lett�r, that a severe storm caused a bunch of tree limbs to fall
into the creek, thusly, ultimately, finding their waq on to their
property and a confirraation fromthe City would be helpful, in so
far as us taking a position as to the City's liability. on this.
We would like to be advised if this particular problem has occurred
before and if the City is normally responsible for the maintenance
in connection with this type of thing.
A prompt response would be appreciated, so that we can make the
appropriate decision and avoid unnecessary Iitigation.
Sincerely yours,
�� c��
�
Reynold K. Petersen
Clai.�s Representative
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THE WESTERN CASUALTY AND SURETY COMPAWY . THE WESTFRN FIRE INSURANCE COMPANY • THE WESTERN INDEMNITY COMPANY,'INC.
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• n YES ❑ NO �
3' tUIL NJl'CY. tnlMHG�7. (InG�drnptyma>H). .;.. •'.•::•:n. �'Vllt;/ :.It� CELIAVcOU� C.rUr'!AAf10:� leSl � :
•��_••��r fA�� (S� Otatoncotn.att.
` �.._��'`:�.�?�"` 1/1/77 to 12/31/79 ' !
CM 8556Q� .' =:; `°�w;r� ��-=�;"?�-«_._
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r�LL NA:nc(�r aS Ar+✓c.l:t`,. J�o roui:r.. .. . . . . . , � � . . .: .� . _._.-_ �NECw� i U. U,t SGG�a� StGU�+�i r :.U.
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6431�-�Ur��i:v�r..�3 ��t�e�`�-t�:��'�°' �,y. �ck�ey ��.�;%�::;�5�.3�-,-}y, , . � � � -� : ��->� �,�..,
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Same �as :abov�-;:�r1pn��:j� �liro�i��i;.�ri'c.tax:��s`�:�::C4.:C� �i�t;�:`���i_�.x��?:5�{JU,.���,_m�t�:,:::� ::�y ..''�.. . r:'�.1��::;�;��: -..:,.. t:
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uc .asaceh �:�.� - . nU'A ncrt�Kl
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OE3C:ftiPfKi?+ U� ACCIDENi•UK.LOSS (Us!reYene.i�necessaryJ CA'f, �"T
Trees, large branches and trash, etc. a�hich were ��rashed over Locke Lake Dam �# �-
into lower creek area with is the northern boundary of 6675 East River Road. ��
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9UD:LY I.\2URY PROPERiY Ua�naGE • SuvC�E u�ti( r.!eD�CAL PAY�aEnTS COtd?./DED. COLUSI�N�GED. UTHEP. QED.
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?, L033 PiYE� (II r.;,nr. so ux:¢atel OTHER COVcFUf,ES INO-fautt. Tc+.•ing. U:.1. ?roCact L�ab�l�tv. etc.! •-
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�,], YiH.�O. YE�P ►d�:KE MODEL ' V.I.N. (Veh�de Wenbhtabon N�.� P�pTE KO. OThER INSURA:h;E '
. YES � k0� �. �
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2+++:'•�� UF C'.'�NEk �Cneck J sam? as Do��cy�+e�eeci ADDRFSS fCheck il same as Dohcvno'ner� • PHONE t�
-sart_• . . -s�rne•. . " ;
L3 Na'•+_ �- �%�IVe.R ICneekdsamraso�•.�e�i AGE .yDDkeSS (CheCk�fsame3somner�
St IdE . •SA!.tE• . PHONE
;� REIaTiON T�7 IYSURED (Emp�oyee. far.�!y, e:c l ORTE OF BIRTH URIYER$ LICEtvSE NUMBER PURPOSc OF USE liSEO Y�IiH PEP.�AiSSiOV "-'
YES ❑ NO❑ � '+
L51 �=SCai6£ D�!�taGE e:PntR ESn�narE 1vHEaE Ca�v Ct:� BE SEENI • , wHEV]
+ �,
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Idebelle & Richard Silverstein 6675 East River Road . 560-3322 l,
�7 OTH�k U:t��E.t (•:hetk�IS.ame3;ovinEr� AUOkcSS PHONE ' �`
-$AttH -
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4$ G=SCRiHE e'?OaERiY �It aato.:�d�.a. Y?ar. Pt�te hw 1 OiN�R CFi2 OR CO!APANY OR 4�EKCY NAME L POLICY NO.
Debris washed up on property P�'J��RiI' INSURED , � �=;
❑ves ��:�
! CE�CH�BE Da�aaGE RENa�� ES�I?.fafE 1YHERE CAN CaR B'c SEEN! r
INSU�:O �THER �-..
See attached 1 etter from P�Ir. Si 1 ve stei n$400. same as above A�' VE►tiCLE ��EHtCIE PE�' �; +
? `f�:'•1i dr.:•,,:od.:.•�.�•rJ4.�:i�n��rs, :G04�oi , ✓t�U��E EXfEN: OF L`�JURY
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al Oi.CUT:.TiJ:: Et.�PtO�°_U BY P,[lAiIOY TO I.VSUF:� (Emy.over.F�.r�ty..tt: � r:. •
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r2' aRJtSaNIE C�1SRf):LIIY HE(lN�kcU f:� \.J2K �.Ni U�� PitE:41;iES' INSUitEO OTtiER �^
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�.EE�c:, �jvES ��1a . • VE►IICIE YE►+h:lE �
r� y�•a� 11�:'�.• .h o^. ..irr4Dt.a• u�i� A�VV�S! PHti ts
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See attached bill and letter from Mr. � Mrs. Silverstein.
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�/2n/7a Marvin C. 6runsell Marvin C. t3runsell �;�
b�n acro�+�i r kEPUHIlO i� SiGroatutiE ���JOUGEe, ��SuafD 0.�. Da��•EK� r
A!'ON`J ? 1(�:5. .•.�.�kCV—CO�.tPaNV CPEnaTIf1VS RiSF?k:ll QVO D�VEI,1)F'\1EN� �. P.
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Honorable William Nee
Mayor, of . Friciley,
Fridley, Minnesota
Dear Sir:
66'�5 East River Road
Fridley, Minnesota
June 28, 1978
We are h.ereby requesting -�he City of Fridley to pay for
the removal of debris (trees, large branches and trash, etc,)
which came by the way of Zocke Lake and over the dam into the
lower creek area which is the northern boundary of our proper-�y.
We had requested the City of Fridley to help with the actual
removal but the persor� to whom we spoke felt they did not have
the proper equipment which could do the job. We therefore had
no alternative but to have it done as it was such an eyesore to
the whole creek-East River Road area. Some of the large debris
had washed up on our property which was totally under water during
the time of the flooding.
We have started to pay some of the bill but the total is
just prohibitive for us and �urthermore we do not feel it is
our responsibility to pay it. According t.b the city records, it
is the duty of the city to control the dam and to maintain the
lake, which we know you are fully aware.
We are enclosing a copy of the bill which we felt was a
very honest and reasona.ble charge by Arbor Tree Service. The
bill will verify the nature of their service. We would apprec-�
iate receiving your reply concerning this matter prior to �
Ju1y 10, 19?8.
Sincerely,
�
ebel � �pd Sil ers�ein
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' -+��`�%'�'� . Fs�B�R.'T�LE� S�RVI�E
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SBl7 LOGAN A��� i
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'�L-� .�• �IiINNEAPOLIS. MIPIId. 55430
�• � l �"�%�' �'�� � sso,.o6�s �
�j. �"`���� �ENT
� f��� :.,` � ` WORKIi�G �►GR�
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s �z Dat
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�¢� T�¢ /�rbor Tree Service� a8ree,
that we are Eull� insur¢d and rxsponsible For
an damages due to out negli9ei1ce ihat might occur w�+ile working or you.
Y
P.�II wo
rk will be paid 6or upon completion of w+oek unl� o�e�"�is� specifie' .
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We esree to _ _ / . _n �� �i � , —
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sue�ECr P FiM1T NO.
City of Fridley � 15 9� 9
' ` AT THE TOP OP THE TWINS B U I L D I N G P E R M I T ECEIPT N.
f
� `y _ COMMUNtTY DEVELOPMENT DIV. �
r � � PROTECTIVE INSPECTION SEC.
i� ` �
-_-- A ��'��1,,� CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BV
L �� 612-571-3450 910-F15 / /
10 17 80
JOB ADDRESS
6675 East River Rd.
1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED
oescR. 17,18, &19 1 Edge�va.ter gardens SHEET
2 PROPERTYOWNER MAILADDRESS ZIP PHONE
Ra.chard silverst�in 6675 East R:i.ver �d. Fridley 55432 574-7350
3 CONTRACTOR MAIL ADDRESS ZIP PHONE IICENSE NO.
Stuart Construction 4611 L ndale Ave. N. Mpls 554312 529-9661
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAILADDRESS ZIP PHONE LICENSENO.
8 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW ❑ ADDITION � ALTERATION � REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
tonn dama e to roof and stxucture.
8 CHANGE OF USE FROM TO
STIPULATIONS
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OP CONST. OCCUPANCY GROUP OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING. WOOCl Fi�e
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN BO DAYS, OR IF CONSTRUCTION �1
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE AEAD AND EXAMINED THIS APPLICATION STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED yS]_�OOO.00 �`.5O
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERMIT FEE SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- �`%�SO
STRUCTIO R THE PERFOR OF CONSTRUCTION.
PLAN CHECKFEE TOTALFEE
, � �TOi �v'�� $8. o0
I ATUR FCON� A 7pROHAUTMORIZEDAGENT IDATEI WHEN PROP�EjRLY VALIDATED THIS IS YOUR PERMIT
. � ^ ( � 9 �� �
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SIGNATURE Of OWNER lIF OWNER BUILDERI IDATEI BLDG iNSP f1 TE
CiTY OF �i2I�I_CY •
APPLICA'fI0'd f'0(� {.f:SIUi"PlTI%i_ l3UIl.DI�lG PGRf�iT�'S
(tdc�•r, Al �er.ai:iun�, Acic�itic���s, or Rcr�airs)
� O1JtJER: ��1rC p,Ld -�� l�►e.�.�����
1tUQRESS: � �o°� � �S� �ve�. ��
TCL �0: ���� �73�r,�
�UILDE.R: - `J%�o,�-T �as�'�
AODRCSS: ��I� ����le � �
T�L (10. ; �-� = �� � /
Consi:ruction Location , '
. �TRI�T P20: � ��_ STREET: �i�� � ec,�.e � �!�
Loz�: /� � /� xr,oac : � �nnzTZON : ���.v,-� . ��-�..� ;
¢
Corner Lo�: Insic3e Lot: SefbacY.: Sideyards:
Ap��.icant at�ach to tliis form tcvo Certificntes of Survey of Zot and
" proposed building location drawn on certificates to scale. .
. . o
UESCRIPTIOId OF CO[JSTRUCTION •
I'ront: � Depth: Iieight:
Sq�re. �'eet: Gtiibic F:eet:
�'ront: Depth : Height:
Squaze- Feet: Cubic I'eet:
Type of Cons�ruction: ���•�. �TpnrrN �iQ�AGje
' � ,� ,� � s'T� �
xb Be Cbr,�pleted: /Yv +f ;,%� ���i�
�
Esi:imated Cos �: $ ��J�� �
t Alt. A Alt. �
Proposed Drivec•�ay Width If New Opening, Is Desired: $' $
� , ., S�� RF.VERS�.� SIDE OF SHEET _
�5ze uncie.rsiQned hereb�► m�L},e� applic�ticn for a permit fe�r the �:nrk� hexei.n specified,
agreeing to c.'a ,al.l wor}; in strict aceardance ��rith the City of I'ridley Ozdinances and
rula.ngs of the De2��lrtmel�t. of 73ui.ldings, and he.reby dec:lares that all tli� �ac�s and
icpresen t<itions stated ;n t.hi , app].icatian aire true and correct.
�
n,�z��: G�� /� ��'�� sxchn�r�r�:: `��� �
StiZ�ul� tions :
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• 13U1 L1)1h:G I'L"R111T FL:�: 5C{If:1�Ut_E� �
.�w
' �-
;):C'.C:[Ol�� 2. � 7.'1�L� Jn�.:��cci:or. of )3ui.lc?in��:; .clu�l.l, bcfc�r.r, i.r,:;ui.�ig ��cnnits tor khe arc:c��.on
of: t�ny )�u�.J_�l.in�� c�r :.t:�-u�t:urc, w- fU�: any ��dcli.t:i��n L•o ai►y c:•r.i:;L-i.»�J J�uilcling oi :,LnicLva:c,
. cir 1`a�� at�y �il.t.r_r;.i�ir,ii or. r.cl,air.:; L•� •any c.:.i.nt:i�i�� l�u�.l.di.�r.J or st•��ucturc, UJ)C�11 nj����i.<:ata.on
'thcr�:f.orc, r.cqu.irc t]�� �,�aymcut: }�y L-tie ��ppl.i.c:ant: �or. :;uch per.mit of' fees L•o tlic �rnotanL-
hcresin bcJ.c��•� sct for.t•h ancl i.�i tlic i��nnricl: h�rei.n p�:ovicic:cl L•a-�:�a.t; .
J��I:i•J COIJ�`I7;UC't'IO1J: Sir�c�].e l:'a►ni1.>> Iloir,es and Gar.�zc�es: ;:4.00/7.,0�0 cuUic �ec:t:. •
l�J.htd CIII:Ct:: ?.5 pc:rcent: oL'' bu�.leling }�e�-ini� ic:e.
llR]:��1:[;11Y llL•'PP.L•'SSI01•:: (ConcrcL•c_ G��rb Strcets Only) �'
' %1�.L"Cl'IlFl1:C A: � Itc:moval aiid replacement of concxete curb and
quLter only; nriveway �,►idth plus 6 ieeL• r. �:�,5.75
1#a.ternate B: Femoval and rep�accm�•nt of concrete curb and
. ' gutter and iiist� 11 a 3 foot ��9.c�e approach t,�iU�
' ,. 6 inch depi:h; Drivcway �aic:�h p1.us G ieeL- x$17.85
n,nniT�onn� tt��=o����Tior
�'or the pur�,�se of co�npuLing �ees for building permi.ts,. L-he cubical. contents of any
build�.ng or addition, is deL-crmi_ned by rnu1L-ip�.}�ir�g i:he ground area covered fro:n a
p�3.nt sis: (G) inches below thc i'loor ].a.ne oi tlie basement or th� cellar to t.he
average heighi:s of the •upper su�:face or L-o ihe average height of the roof: surf:ace
of i:1ie raain gable oi a pitched roof . �.
Foz re��zi.rs or al.teratio:�s to an existing structure, the fee shall be at the rate
of $3 .00 �ier eacli five hundred dollars -� ($500.00) er iraction ',�iereof in the cost
oi all propos�d wor.Y. . , '
In •nc case sha�.l thc ��e cliarged fc�z any pennit as set forth a.n Section 2 be iess •
than $7.50 plus $.50 state surcliarge. � -
V RIFIC Oi OF F(1U��(D/11-IOf�
NOTE: Pcxmits �or c�nstructian c�ill be issued a minimum af 24 hours fr,am L-l�e time
ai applica�tian to a1.l.o�� for proper review of ihe pro�osed st�ucture and oi ihe
construction site.
R Cerl-ificate of Survey of the lot, shoc.Ting the location of the foundation once it
has been coi�s�nicted �.�ill be required befare Fr.oceedi.ilg with the iraminq.
�RSjF1G/1TE OF OC�UP/1(��CY � '
� 1►PP].icatian fo� a CertificatA oi Occupancy �hall be mad:� ten (1C1) c?ays prioz ta the
u; e or. OCCl1j��IlCj� oi any �tLUCture for �,rhich a i�uil��ing perr,iit }:as been issued; and
s.-u,c3 struct.ure sha1� uot l.�e usecl or. occupiea tu�ta.l a Cexi:i.�icz:e of Occu1�lncy has
becn i�s�:�d.
�
' � � .,, . ' •
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0
August 28, 1981
;;
CITY OF FRIDLEY
8431 UNIVERSITY AVENUE N.E., FRIDLEY, MINNESOTA 55432
Mr. Richard S. Silverstein
6675 East River Road
Fridley, Minnesota 55432
Subject: Locke Lake Dam Easement
Dear Mr. Silverstein:
TELEPHONE ( 612)571-3450
The State Department of Natural Resources has inspected the Locke Lake
dam and identified a number of deficiencies
One of the items identified within the City's right-of-way involves the
southwest portion of the spillway requiring backfilling around the re-
taining wall. Our proposal is to place a concrete wall from the spill-
way south, and then backfilling behind it. In order to accomplish this
work, we wou1d require access across your property to the dam.
Request the City be granted temporary access from your driveway across
to the Locke Lake dam. We will notify you of the time work is to be
scheduled and we will ensure t�at any damage to your property from the
access will be corrected and returned to its original condition.
Request a signed copy of this letter be returned in the enclosed enve-
lope signifying your approval of this request.
Thank you for your consideration and assistance.
Sincerely yours,
JOHN G. FLORA, P.E.
Public Works Director
JGF:ijk
RIC R S. SILVE STEIN Date
��
DATE
SUBJECT
PUBLIC WOR�
ANCE
September 19, 1985
Ralph Vollanan, Superintendent
Sewer Backup at 6675
East River Road.
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MEMORANDUM =,
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John Flora, Director
During a routine check o� Locke Lake lift station, on September 18th, Craig
Turbak discovered water standing in the max�.hole. He called for the jetter and the
backup was relieved in a short time. Fie discovered it at 7:55 a.m. and the backup
was relieved at 8:25 a.m.
There was about 1 or 2 inches of water covering the basement floor at 6675
East River Road and carpeting, books and miscellaneous household items were wet.
We contacted Service Ma,ster, and they went out and surveyed the job.
At 1:30 in the afternoon, Service Master went out to this address to extract
water from the carpet and floor, sanitize and deodorize carpet and floor and clean
and sanitize walls if necessary. P�r, Silverstein refiised to let them do the job.
He feels that more should be done than what Service Master was instructed. to do.
RV:lp
INFO
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INCIDENT REPORT
FRIDLEY POLICE DEPARTMENT
c.se « 85-82689
MN0020600
OFFENSE OR INCIDENT
C7 V11 - o�r: S, M T U� TH F S
OATE REPORTEO TIME RECEIVED TIME DISPATCHED TtME ARRIVED TIME COMPLETED
9/18/85 1123 1125 1138
HRD: R - radlo CFS
DAiB OCCUARED T1ME OCCUAl1E0
9/18/85 0015 to 0800 R v- Dhone �Nc
VIACE OF OCCURRENCE OIUD � A- a 1 a rm ARR
6675 East River Road 55 � I- i� person �uv
NAME Of COMPLAINANTN�CTIM DOB
Richard Stanley Silverstein 4/21/27 " v- �+5�8� oFF
HOME ADDRESS PHONE
6675 East Ri ver Road 574-7350
BUSINESS AODRESS pHONE
REPORTEO BY
M - mail PROP
T - other
Same
ADDRESS PHONE Q1 9950 S
OFFICER ASSI(iNED SOUAO / t SN UOC DISP
IIEPIACEMENT VALUE:
Bredsten 3311 Lee VALUEOFDAGAAOE:
ASSISTINO OFFICER(S) SUPVR APPROVAL
G L VAI.UE RECOVER80:
ARRESTED/SUSPECT�S) OR DESCRIPTION TIME OF MNE3T
1.
i.
NlITNE3SE3 AOORESS PItONE �
— �. -
DETAll3 OF INCIDENT:
Mr, Silverstei�n reports his
This was apparently a result of
states there is extensive damage
the police department.
Copy to Public Works Department.
AOQITIONAL REPOqT3:
basemen��G�eca-me floo d with sewage early this morning.
the cit 's sewage pump not operating properly. P4r. Silverstein
to his asement and hps attorney recommended he report it to
,�
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.��
Lee
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�ity of �ri�ley
r AT TME TOP OF TNE TWliNS
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j a Y..������ INTER-OEPARTMENT REOUEST
� 1 j PUBItC �ORKS OIVISION
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� �.���� � CITY HALL FRIOLEY 38432
��_�.j`,� �.� 612-580'3430
SUBJHCT
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SE�JER STOPPAGE
SEWER STOPPAGE
ADDRESS � � �I.�° �� �/f .�� �� ��°� - - �- - DATE �- %d - / �� �.
CALL RECEIVED BY ���;�, ��D- AT � (1�)(PM)
_—`�.
CREW LOCATION '�IHEN NOTIFTED � �,�-rn„�
EQUIPMEt�T TAKEN TO SITE ,Q.�i� � �,( „��„_ ��,���,:
CAUSE OF STOPPAGE
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TIF1E STOPPAGE RELIEVED �,° �� ]��J,
DESCRIBE DAlwA6E (IF ANY) � °,� 1%���� �, fde ,���
NOTE ANY STATEMEPJTS MADE BY CREW OR HOWlE04lNER REGARDING OAMAGE OR POSSIBLE CLAIM
REW A�iD HOURS �� -�_�
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13ACKUP ItEPORT
6675 East ltiver Road
November 10, 1980
At 6:30 p.m., Jim Saefke, the weekend duty ma.n, receiveci a call
from the police dispatcher of water backing up into the basement at
6675 East River Road. He inaneciiately called Jim Brindley at home. Jim
Brindley, widerstanding the time element at this address, responded at
• once to the lift station in front of the above address.
At 6:45 p.m., Jim Brindley had all the water pumped out of the
wet well. Jim B. went to the house and talked with the son who lives
at home that is about 21 years old. Iie tolcl Jim the water had all
gone down, but the ca.rpet on the floor, which is attached to the floor,
was soaked. with water.
Jim B. called. me at home and told me what had ha.ppened, and I
told Jim to take our water vac and try to get as much water as possible
from the carpet. He also said there were clothes lying on the.floor
throughout the latmdry room tha.t were water soaked.
Jim Brindley and Jim Saefke vacuwneci. the ca.rpet very thoroughly
at least three times and left the house at 9:00 p.m.
Jim Brindley checked to see if they had a back water valve in
their floor drain and fo�d they hacl none.
An inspection of cleariout iii thcil� yur�l i•cvcalccl that thcre w��
no cover on it, which allowecl cl��ris tu l�all into tl��u I�ulc. '1'liis uiay
have contributed to the malfunction of the water valve not operating
properly.
,--�> %�s �.
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Rusty S set , Sewer Foreman
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1va�iD[ QURESHI . .., , . • -'• "
� CITY DiANAGE$'S OFFICE j� Marvi n Brunsel l - �
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sus;��- Claim Against the City� Silversteins �, ���
Look over the claim. Work with Dick Sobiech if necessar , ����
and tatce apdropriate action.
CC: Dick Sobiech � � . °
:"� �ShAP•A-AAY' iORM 63•339 2•VARTS
ivIL��V l���F$ COMPANY � C.�961 • ORINTE] �N U. 5 11
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r� �� �� ��� � �� ` ARB�R�x TREE SERVIc�E
�'��� � `� 3617 LOGAN AVENUE NORTH
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� s' � MINNEAPOLI3. MINN. 88430
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: I `F � $60-0686
° � WORKING AGREEMENT
. uet� /6 / �' ,9�'1
We, The Arbor Tree Serviee, egree, that wB are fully insur¢d end responsible For
any damage� due to our negligence tltat might �eur while workins for you.
All wark will be paid � upon eompletion oF work unleas otherwise speri�ied.
We agree to
��...Q�s�,s � .�c�%��--*�,� � �....� �
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Coltomer's Name ��� � � � � {�
Addren �j (� / � ��. �ee�a �/�/ .
Zip and Zate � .s'�J���� � •
` ARBOR TREE SERVICE
Supeevisa 560-0668
9�4 Member GitemaHonal Sode�y of ArborTalhrre
�
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,
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66?5 East River Road
Fridley, Minnesota
„
June 28, 1978
Honorable William Nee
Mayor of Fridley,
Fridley, Minnesota
Dear Sirs
We a�e hereby requesting the City of Fridley to pay for
the removal of debris (trees, large branches and trash, etc.)
which came by the way of I,ocke Lake and over the dam into the
lower creek.area which is the northern boundary of our property.
We had requested the City of Fridley to help with the actual
removal but the person to whom we spoke felt they did not have
the proper equipment which could do the job. We therefore had
no �.lternative but to have it done as it was such an eyesore to
the whole creek-East Rive� Road area. Some of the large debris
had washed up on our property which was totally under water during
the time of the flooding.
We have started to pay some of the bill �ut th.e total is
juat prohibitive for us and furthermore we do not feel it is
our responsibility to pay it. According t:o the city records, i-�
� is the duty of the city to control the dam and to maintain the
lake, which we l�.ow you are fully aware.
We are enclosing a copy of the bill which we felt was a
very honest and reasona.ble charge by Arbor Tree Service. The
bill will verify the nature of their service. We would apprec-�
iate receiving your reply concerning this matter prior to �
Ju7.y 10, 1978.
Sincerely,
ebel d Sil erstein
. �J� � � � � �
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i
/ s��
16 December 1985
Mr John Flora
Public Works Director
City of Fridley
6431 University Ave NE
Fridley. l�Qd 55432
CIiY �''� �: '�if��l'
�S DEC I 6 R!� 9� 33
Reference: Sever Incident (18 September 1985) et
6675 East River Road Fridley. MN 55432
Mr Flora:
RECEIVED
Reference is hereby made to the sever incident (sevage back-up) which
took place on Wednesday. September 18, 1985.
This sewage back-up happened after 1 AM on Wednesday. September 18�
1985 due to the fact that the basement was in use until that time and no
one noticed any odor. seaage� or vater l�fore leaving the area.
A tremendous odor was into every portion of the house at 8 AM in the
morning. An investigation and discovery revealed at least four (4) inches
of sewage wes covering the complete besement and increasing in depth at a
very rapid rate. �
The Water Department. City of Fridley, was immediately called to in-
form them of this critical situation.
A Fridley water department employee� Jemes Brindley, arrived within
the next thirty minutes end notified us thet the jetting machine had been
requested by radio-dispatch. .
Mr Brindley steted that txelve (12) inches of sewage had accumulated
remained in the manhole on Rice Criik Way and East River Road on the north
side of the pumping stetion.
The City of Fridley Police vere notified. on the advice of attorney,
to come out to the house. vitness the sevage situation, and write up an
incident report.
The jetting machiae arrived and provided up to 1000 pounds of pressure
es it blew out the solid waste that had lodged in the manhole.
The basement vas drained within the hour but all the possessions rest-
ing on the floor or close to the floor were destroyed.
This sewage back-up in OUR basement has caused US to be the victims
of the seventh (7) aevere sewage catastrophy since 1963.
The following includes a listing of the destroyed or damaged possess-
ions together with the costs of services rendered by companies hired to re-
etore our home to a liveable condition:
Eac�osure 1, lA, 1B.....Servicemaster ...............�532.00
Enclosure 2 .............Perfect Plus. Inc........... 13.00
Enclosure 3. 3A.........Nilley's Floor Covering..... 352.00 ,
Enclosure 4 .............Sears
Page 1 of 2 pagea
�
..................... 43.72 �
n �
16 December 1965 (Sewer Incident/18 Sep 85) -�
' L''11C10311I�e 5�������������Menards .....................
�:
Enclosure 6 .............A-abc Whirlpool.............
Eaclosure 7 .............Fridley Police Report.......
Enclosure 8 .............Hyatt Legal Services........
B:i��CS Deatroyed������������������������������������•
2-Volume 1963 Yorld Book Dictionary...........
18-Volume 1960 Book of Knowledge ...............
15-Volume 1964 Childcraft ......................
60-paper back children's books @ SOQ ea........
Supplies �stroyed ..................................
6-sheets (28x36) Railroad cardboard @ 60¢ ea...
Recording Albums.Dastsoyed••••••••••••••••••••••••••
1966-MO'POWN (Patula Clark) .:......:............
19b6-BEATLES (duo records) .....................
1967-ASSOCIATION. Greatest Hits of .............
1968-ANTHOI�GY ALBUM (Jan & Dean) ..............
1969-SURF & DRAG (Combo/Beach Boys/Jan & Dean).
1970-HIGHWATER/SOLID GOLD (Beach Boys).........
1979-WILD & CRAZY GUY (Stev�e Martin)...........
8ousehold items that had to be destroyed............
Clothing items thet had to be destroyed .............
Loss of busiAess income .............................
10.18
29.95
4.00
20.00
25•00
80.00
65.00
30.00
3.60
10.00
10.00
15.00
25.00
25.00
25.00
15.00
50.00
150..00
100.00
This sewage back-up incident. on 18 Sep 85. has highly inconvenienced
our household� our business income, and the eighty-four (84) days of odor
diacamfort has been most obnoxious.
Therefore, FULL REIMBURSEMENT of s1�633.45 for damages. losses. and
expenses incurred as a result of the sevage back-up on Yednesdey, 18 Sep
85, BE PAID within ten (10) working days from the date of this letter.
� � %!��i'/�
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,
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flo�e of reaident: 6675 East River Road. Pridley, l�1. 55432
612-574-7350
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T0: John Flora, Public Horks Director Pfi85-386
FROM: Bob Nordahl, Operations Malyst
SUBJECT: SeWer Baekups at 6675 East River Road,
Riehard Silverstein
DATE: Deeember 2�1, 1985
Our records show the follo�,iiag backups have occurred at 6675 East River
Road - Richard Silverstein's home the past fifteen years:
1. Backup occurred - September 6, 1970: Power outage to the
lift station occurred. Also cut the power to Warning light
on the pole nest to the station. No claim was made. Sewer
personnel helped elean up.
Corrective Aetion: Eleetronic Alarm installed to Police Dept.
approximately 1971.
2. Backup occurred - September 23, 1975: PoWer outage to the
lift station accurred. Alarm to the Police Dept. did not
aCtivate. Claim Was made by the Silverstein's for the
following items:
a. Books - �150.00
b. Clothing - 180.00
c. Teaching units - 200.00
d. Household items - 70.00
e. Restoration - 100.00
3. Backup occurred - March 26, 1977: lift station malfunctioned.
Also, the alarm to the Police Dept. did not activate. No claim
�►as made.
Correetive Aetion: Installed baekwater clapper valve in Homeowner's
line to prevent sewage from backing up. Installed
approximately 1978.
4. Backup occurred - November 10, 1980: Malfunction of lift
station - also the alarm did not aetivate to the Poliee
Dept. Th� �lapper valve did not prevent the backup -
possibly plugged because the clean out pipe is aot
covered. The following elaim vas made With not aosts
associated:
a. Carpeting damaged
b. Paneliag and molding damaged
5. Baekup oeeurred - September 18, 19�: l�anhole in the street
Was plugged between home and lift station. Also, clapper valve
did not operate. The follo�ring elaim t+as made :
a. See attached list dated December 16, 19a5•
�
.
Page 2
Conclusioa: From the
from lift station fai
backup Was caused by
With Ralph and Rusty,
the homeowner's sewer
6675 East River Road
indicating the elevat
manhole.
BN/ ts
Attachment
City�s records, fo
lure and malPuneti
the manhole plugged
possibly a direct i
service (Foree Mai
. Please see the
ions and locations
ur of the fiv
on of the ala
by foreign d
a-line ejector
n) �ould eorr
attached pro
of the home
e backups occurred
rm. Only the last
ebris. In talking
pump installed in
ect the problem at
file from Bob Rice
� lift station and
�
CITYOf
f RJ DLEY
�`"r �'�,,�!,'r' � �..�
DtiaECTORATE
�F
PUBLIC WO�KS
MEMORANDUM
T0: John G. Flora, Public Works Director PW86-36�
FROM: Mark L. Burch, Asst. Public Works Director
SUBJECT: Constructi,on.-of__a Sanitar�ewer� Ll�f�
Station folc 6675 ' �
\ _ _ �- .� � . , �
DATE: February 25, 1986
A solution to the problem of water backing up into the house
at 6675 Rice Creek Way due to temporary failure of our lift
station would be to install an ejector pump and wet well
system to pump sanitary sewer water from 6675 to our line.
This small lift station would consist of a manhole with an
ejector pump and an insulated line into our manhole. The
estimated construction cost to install this system would
be approximately $5,500.00.
MLB/ts
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=LA%'
CITYOF
F[ZIDLEY
/
CIVIC CENTF.R •(ri31 UNIVERSITY AVE. N.E. FRIDLEY. MINNESOTA Si432 • PHONE (6121 i71.3450
May 19, 1987 PW87-103
Mr. Richard Silverstein
6675 East River Raad
Fridley, NIIJ 55932
SUBJECI': Sanitary Sewer Policy
Dear Mr. Si.lverstein:
The Fridley City Co�mcil has just ac�opted a policy to assist predevelopnent
Fiomeowners with problem sanitaiy sewer services. The policy states that if
the hane was o�nstructed and lived in prior to the installation of the
mLmicipal sanitary sewer line and the awner was assessed for the lines but
c3oes not receive normal gravity servioe, the owner can request the City to
oorrect the problen.
The City will install, at no expense to the aaner, a sanitary ejection �wnp
systeqn if the owner provides permission to enter the property and the
ejector pump system is located in the most beneficial and economical
location as determined by the City.
In order to initiate this action, the a�►ner will be required to sic� a Hold
Harmless Agreenent for all operation, naintenance and rep�ir of the system
once it is installed by the City. (Copy attached).
If this policy and agreement
agreenent form and return it
ir,stall the ejector systen.
is favorable to you, please complete the
to the City so we can initiate action to
If you have any questions regarding this p�licy or the Agreement, please
feel free to call me at 571-3450, ext. 159.
Sincerel�• yours,
/,�j�1 /.-
,
�, '�"C,�%i�—
`/�ohn G. Flora
Director of Public Works
JGF/ts
Attachments
. . .:_.�r.:� , .'. . . -.. . . �
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�1.,, e
_::�
ClTYOF
FR(DLEY
CIVIC CENTER •(�131 UNIVERSITY AVE. N.E. FRIDLEY. MINNESOTA 55432 • PHONE (612) 571-3450
June 19, 1987
Mr. Richard Silverstein
6675 F:ast River Road
FridlEy, I�V 55432
SUB JECT : Sanitazy Sewer Pt�l ic.y
Dear Mr. Silverstein:
PW87-120
By letter dated May 19, 1987, we attempted to ir�foLm you of a City policy
that was adopted to assist pre�evelopnent home vwners with problen sanitaiy
sewer services. In that letter, cop� attached, we advised you of the
policy and prwicied an agreenent which upon execution b� you would initiate
action ty the City to install a sanitaiy sewer lift station on your
property .
We have not reoeived a resp�nse frocn you to date.
This letter is being sent certif ied mail to insure that you have been
properly notif ied. If you are interested in taking advantage of this
opportunity, please respond b� July 3 by executing the attached agreement
so that the City may initiate the process to obtain and install the
agpropriate sanitaxy ejection p�unp syst�n.
If you have any questions regard.ing the p�l icy or agreement, please f eel
free to oontact me at 571-3450, extension 159.
Sincerely yours,
/��% .t2ci
John G. Flora
� Director of Public Works
JGF/ts
Enclosure
OPPENHEII�tER WOLFF f� DONNELLY
IDS Certter
Suite 4500
b4inneapolis, MPi 55�f02
5
(612) 3�4-9300
Telac: 70Y�05
FA?C: 612 332 2843
July 24, 1987
Mr. John Flora
Public Works Director
City of Fridley
6431 University Avenue N.E.
Fridley, MN 55432
Brussels
Chicago
Minneapolis
Ne�+� York
St. Paul
Washington, D.C.
Re: Our Clients: Mr nd Mrs. Richard Silverstein
6675 ast River Road
Fridley, NIl�T 55432
Subject: Sanitary Sewer Service
Dear Mr. Flora:
�
, ��/d �R �
Our firm has been retained by Mr. and Mrs. Richard Silverstein
to represent them in regards to inefficient and inadequate sewer
service being provided by the City of Fridley to their homestead
premises. They have provided me with your letter to them dated
June 19, 1987 together with attached enclosures wherein the
City proposes installation of "appropriate sanitary ejection
pump system". I also have a copy of your letter dated May 19,
1987 to my clients and a copy of the Agreement the City proposes
be entered into if a sanitary ejection pump system is installed.
I have reviewed the documents and conferred with my clients
and wish to advise that the solution proposed by the City is
not acceptable.
My clients are willing to discuss this matter with City officials
to reach an amicable agreement. If this meets with your approval
please call and I will be glad to come to your city offices
and meet with the proper officials to attempt to reach a
settlement and resolution of this ongoing problem. In the event
you are not interested in negotiating please advise and we will
commence legal proceedings immediately and have this matter
determined in the courts.
Very truly yours,
,�
Harold Ralina
HK/djk
`
�
5� �_
CITYOF
F'RIDLEY
CIVIC CENTER • fr131 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 • PHONE (612) 571-3-350
August 26, 1987
Mr. & Mrs. Ric�ard Silverstein
6675 East River Road
Fridley, NN 55432
SUBJDC�': Sanitary Lift Station
Dear Mr. Silverstein:
PW87-160
By letters dated May 19 and Jime 19, 1987, we informed you of a City policy
whereby the City would install a sanitary sewer lift station on your
property prwided an agreenent was executed allaaing for the construction
and mairitenance responsibility of the lift station.
We reoeived a letter from your attorr�ey Mr. Harold Kalina dated July 24,
1987 indicating a willinc�ess to discuss some o� the o�noerns you had. Our
attorneys' follaw� information indicated that you were willing to give the
system a c�ance but did not feel that the ongoing maintenance was your
responsibility. I have discussed this iten with the Cotuicil and they have
reaffianed the policy of only providing a lift station on your property for
Your sanitary systeln prwiding the standard agreenent is executed b� you.
If you agree, we will obtain qu�tes fran qualified contractors providing
for the installation of the most eo�nomical and beneficial placement of a
lift station which will raise your waste into the sanitary systen so as to
preclude ariy backflow frcm the City lift station located on Rioe Creek Way.
I would assume that an acceptable site to you and the City can be
identified and that onoe �e system is installed, the acceptance, operation
and maintenanoe of the systen should be acceptatil.e to you as a solution to
the past sewer backup problens.
Attached is the City agreenent for this work. If you desire to proceed
with this oonstruction, please execute �e form and return it to the me so
that we may initiate oontract work prior to the ground freezing. Should
you have questions regarding the systen or this agreenent, please contact
me at 571 3450, extention 159.
Sinoerely yours,
��—
' Jahn G. Flo�a
Di rector of Publ ic Wor ks
JGF/ts
Enclosure
/
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March 26, 1987
SE6]� BACKUP
6675 East River Road
�.-
/" '�2
I was called about 10:15 p.m. I called Steve Coyle - to check out the
problem. He arrived at the lift stat�on about 10:35 p.m. The homeowner
at 6675 East River Road. Mr. Silverstein, was waiting by the station.
He informed Steve that he already had water on his basement floor. Steve
discovered there was an electrical problem, causing the motors not to
work. He called me back at approximately 10:1,5 p.m. I told Steve to get
our suction pump ready to go and I was on my way. T immediately called
NSP and explained that there was a power outage at the station. _NSP�
arrived about 11:30 p.m. They informed us the problem was in the City�s
electrical equipment and not theirs. They did however get the station working
again at about 11:1�5 p.m. I asked the homeowner if I could check the damage
in his basement. The water was mainly contained in the laundry room. A
small portion of the carpeting in the hallway (leading from the laundry
room) was also wet (about 4� square). The water was about 1'� deep. I in-
formed the homeowner the station was now operating but I had to leave to call
an electrician to fix the problem permanetly. I told him I would return and
help with the problem in his basement. I called Bacan Electric and got
ahold of their ��man on call'� (Dick Paddock). He arrived about 12:30 a.m.
a.nd determined the problem to be the main breaker switch from NSP's meter to
the lift station was faulty. He rewired around the switch and was confident
that this would work until a new switch could be installed - the next day.
I walked back to the Silverstein home. There were no lights on in the
house. I assumed because of the late hour - that they had gone to bed (it
was approximately 1:30 a.m.). Steve and I returned to the shop and then le£t
for home. On Friday (3-27-87) I called Service Masters Cleaning Service
and gave them the information about the backup at 6675 East River Road. They
said they would respond as soon as possible, sometime that morning. I
called Mr. Silverstein about 2:30 p.m. Friday afternoon and was told that
Service Masters had been there and had taken care of the clean up to his
satisfaction.
Submitted
m Brind
` .' � ' - SU9JEGT �-'
City of Fric�ley •
� , 4T THE TOP Of TME TMl�N$ �E4�'ER STOPPAGE
� �
. � � y �4�e��� INTER�6E�ARTME!JT REOUEST -
� �t j PUBI.IG :I�ORM.S DIVISION
� i � CIT� MAIL fR10LEY 5'J432
l v"-1 �
l_w11.� `.� 812'080'3450 t�eER REV, paTE F
SEWER STOPPAGE
I AUDRESS ��(� �� �_S�' _ %� I 1/G�Q i�. DATE _ � - � 6 -
G
CALL RECEIVED BY ��",�,��N���4/ S^�� y C'U� AT � 0; /c S" (��(pM� ,
CP.EW LOCATION '�JHEN NOTIFYED �-/n nn � '
�EQUIPMENT TAKEN TO SITE
CAUSE OF STOPPAGE LpG� d(� �►/�(� �1 Fi �ST�TION _� l_N,n_TQ, n. ,-r v
vuT. FA�c�L�T� �QRr—/��C�R s�iTr� �l - -
TIME ST4PPAGE RELIEUED � : ,'� p p/Vj - ,� - a6 - ��'
DESCRIBE DAMA6E (IF ANY) Sf/� /� � �,,�,r.�.� _c n n., � ..,ia�t_,� i+ r, .. -ri : . .
0
0
�
.4�vA l./,4L4. wo.4 V�}l3ovlT a/,�R `�FT SO liv�4s iV�T
NOTE ANY STATEMEPJTS MADE BY CREW OR HOMEOWNER REGARDING DAMAGE OR POSSIBLE CLAIM
,�__. _ __ . .
REW ANO HOURS
- . . , . , • _ . .
J
r
0
i
I
� �
I
� ` ' ' � 667S�Last R3ver Road
Fridley� Minnesota
September 24, 1987
Mr. John Flora
Fridley City Hall
Fri�dley, M3nnesota
Dear lHr. Florai
This letter is in reference to the city sewer backup
which took place on March 29, 198?.
We are submitting a request for payment based on the
following facts:
1. $200.00 for emergency manual work performed by us
during several hours to keep the sewage from�rising
to a point where our office records and files would
be destroyed.
2. $70.00 a day for 15 days for the inconvenience of
being unable to use ovr office for business purposes.
. 3. �176.00 paid by us to Willey�s Floor Covering gor
new carpeting and labor to inatall it.
� 4. $13.00 paid to Perfect Plus for cleaning the etairway
after other cleanup was finished.
In summary. the following sub-totals comprise the�bill
needed �o restore our home to 13veable etandards.
. $200.00 - emerg�ncy work
$1330.00 - for inability to to use ovr office area
$176.00 - for new carpeting plus labor to install
1.00 - for cleaning basement stairway
$1719.00 - total
We hereby request payment within 15 days.
�� Yours truly,
'' /�% �� /
/ � �,i� /�� � li / / ,,/ �
�y �i
; y���'�- -� �� .�'
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PRODI�EN
�City of Fridley
6431 University Avenue Northeast
Fridley, Minnesota 55432
(�OE SUB CODE
e 8 ADDRESS
�d�� 8►�i������t�+ Avenue Northeast
Fridley, MN 55432
%o�P�� eague o i nneso a �ucr NueneeR
Cities Insurance Trust �MCM8136-8 �
PaUCY EfF. OATE (IbbWuwr �► POLICY EXP. DATE (bl[NfOD/1fV) DATE (IMYID011fY16 TI�E OF �OSS
OI" A
1/1/87 1/1/88 3/29/87 10:15 x P
� Shirley A. Haapala
�TION OF ACCIDENT pNCLUOE CITY A STATq
6675 East River Road
;RIPTIpN OF ACCIDENT (USE REVERSE SIDE. IF NECE63ARY)
Sewer Back, lift station had electrical problem.
:OVERAGE PART OR fORMS, pNSERT FONN NOS. 8 EDITION UATES)
UMITS PREMt5ES�0oERATiDNS MED. PAr. PRODUCTS ���q�p��g CONTRACTUAL
BI
PD
CSL
MBRELLAlEXCESS POUCY IN FORCE UMBRELLA EXCESS CARAIER:
_ rd
. _
aREMISES:INSUAE0IS OWNER TENANT OTHER
?N/tdER'S NAME 6 ADDRESS (IF NOT INSURED)
6675 East River Road, Fridley, MN 55432
Richard 8 Idebelle Silverstein
'RODUCTS: INSURED IS MANUFACTURER VENDQR OTHEf1:
AAlIUFACTURER'S NAME 8 ADDRESS (IF NOT INSURE�
�YMERE CAN PROQUCT BE SEEN4
!?MER LIA8ILITY INCLUDING CO
S ADDRESS pNJUREDtOWNERj
FAYALRY
612 571-3450 131
� WHERE TO CANTACT
' City Hall
WHEN
M-F 8 to 5
�ONTACT'S BUSiNESS PHONE (AiC, NO.. BXT�
612 , 571-3450 � 131
OTNER:
LIMITS:
� * � � ��
��_� j d :.-�_.: ,.;::
n
fYPE OF PREMISES
�WNENS PMONE: (IUC, NO., EXT.)
fYPE OF RRpWCT
OAANUFACT. PlIONE (11IC. I�. F7R.►
OEDUCTIBLE
0
d
:RIBE PROPERTY (fYPE. MODEL, ETC.) EBTIMATE AYOUNT WFIERE CAN PROPERTY BE SEEN7 W19EN7
Carpeting, cleaning $1,719.00 Call Mr. Silverstein.
NAM@ d AODRE6S BU3INESS PHONE (AfC. NO., EXT.� RESIDENCE RNONE (AIC. NO.1
� �
See attached letter from Mr. Silverstein and Sewer Stopage Report dated March 26, 1987.
icrr�errn ev e�imf4arCn rn RM.NATIIGR [fF OI7A�l1C.EWAG IMRIIiiEt]
RD 3�Gi84) ,y„��+,� b��"�t�� s++t k�r N 3FE I tP'OnTANT S't A f� �h{�pRMATI.ON ON R�YERSE�� ��,°� �` ,' .,;�`"' �`' ACURO CORPOF
�� :.�! '�'v�`,+�lt�.y�i. �,5'�,��`#��i'Y�,G+`,52�%�`.��' a�.�"S.F���.��.Lk.,���,r�3;1 r-.. e ��a'e^���' ,�,�' -.t 4� •x
��
��_.
, . , , . �.,r'
Sept�nber 28, 1987
Mr. Corn�vvay Olson
T. G Field & Company
P.O. B�g 64016
Saint Paul, Minnesota 55164
[�s tYLLL�.0 YYOZ� K��Gii�. �
Date: March 26 or 29, 1987
Sewer Division: Sewer Backup
i'roperty Owrber: Richard & Idebel].e Silverstein
Location: 6675 East River Road
Dear Mr. Coraaay:
Enclosed is a General Li.ability Loss Noticz, the claim letter from
Mr. Silverstein and a c�py of the Sewer Stoppage Report for the
above� cap�ior�d sewes iaackup loss.
If you need any aalditio�l information, please give me a ca].7..
Very truty yours,
Shirley A. Haapala
City Glerk
Enclosures
3/0/4/7
, � . . G1AB Business �;9rvii�s Inc
� 3gp ta(ayette FreevYay Road Sufte 118
P O Box 7�7
St Paul Minnesote 55107
Telephorte 812-292-1234
- Branch Oiflce
Oct. 19, 1987
Nlr. Si lverstein
6675 East River Rd.
Fridley, MN 55432
Dear Mr. Silverstein:
GAB FILE N0: 56542-04261
CLAIMANT: SILVERSTEIN, RICHARD
INSURED: CITY OF FRIDLEY
DATE_OF_CLA3�___09_�8_87________
�;�a.�.�.�
This letter is in reference to your claim against the city
� of Fridley for the seaer back up which occurred at your
, residence.
My investigation reveals that the city of Fridley checks the
lift station on a regular basis. On this particular instance,
ahen the alarm notified the City of a por�er failure, the City
responded promptly and remedied the situation.
Based on the above information I see no liability on behalf of
the city of Fridley and must respectfully decline your claim.
Sincerely,
Max Giefer
Adjuster
MG:kar
CC: T.C. Field & Co.
CC: Shirly Haapala
City of Fridley
..
-
�.�� �:��
::, ■►
��n ��
FRIDLEY
/
CI�'ICCF.yTF:lt • E+-i?i l!hIVERSI'Iti' AdE. Id.E. FltIDLEY.I�1INNESOTA SS�i'± • PHONE161=1571-?aS(1
May 19, 1987 PW87-103
. �
M.r. Richard Silverstein
6675 East River Raad
Fridley, NAl 55432
SZBJDQ': Sanitary Sewer Policy
Dear N's. Silverstein:
�ne Fridley City C��cil has just ac3opted a policy to a�sist predevelopnent
H��ners with problan sanitaiy sewer services. 29�,e policy states that if
the home was oonstructed and lived in prior to the installation of the
rru,�icipal sanitary sewer line and the owner was assessed for the lines but
does not reoeive normal gravity seavioe, the awner can request the City to
o�rrect thE problen.
The City Mill install, at no expense to the owner, a sanitary ejection pwnp
syster; if the ownet provides permission to enter the property and the
ejector pwr,p system is located in the most beneficial and economical
location as determir►ed by the City.
In order to initiate this action, the owr�er will be required to sic�n a Hold
Harmless AgreemEnt for all operation, r�intenance and regair of the system
once it is installed by thE City. (Copy attached).
If this policy and agreemEnt
aaree�ent form and return it
ir,stall the ejector systan.
is favorable to you, please complFte thE
to the City so we can initiate action to
If you have any questions regarding.this p�licy or the Agreement, plEase
feel free to call me at 571-3450, ext. 159.
Sincerel} yours,
��j'1 �
� �/ :.r--
�/�ohn G. Flora
Di rector of Publ ic Works
JGF/ts
Attaciunents
. , , , . . . .
, n -0 ' � , � ti.-., �?�r�'„ �4._.�
' 'i:
�. .
S'.`,
ci-nroF
FtZtDLEY
CIVIC CGNTER • W31 UtiIVERSITY AVE. N.E. FRIDLEY, t►11NNESOTA SS.s32 • PHONE (6121571-:ui0
June 19, 198'1
Mr. Richard Silverstein
6675 F:ast River Rpad
Fridley. t�l 55432
SUS J�Cr : Sani ta iy Sewer Fbl ic.y
Dear �u. Silvers�tein:
PW87-120
By letter dated rlay 19, 1987, we attempted to inform you of a City pol icy
that r�as adopted to assist predcvelopnent home vwners with problen sanitatY
sewer services. Yn that letter, cop� attached, we advised you of the
polic,y and pravioed an agreenent which upon execution bf you would initiate
action i� the City to install a sanitaty sewer lift station on your
property.
We have not reoeived a resp�nse from you to date.
This lettes is being sent certif ied mail to insure that you have been
prop�rly notif ied. If you are interested in taking advantage of this
opport�mity, glease respond b� July 3 by executing the attached agreement
so that the City ma}� initiate the process to obtain and install the
aFpropriate sanitaiy ejection pu�mp systen•
If you have any questions regarding the policy or agreement, please feel
iree to v�ntact me at 571-3450, extension 159.
Sinc�rely yours,
/
i-
• �Z�
John G. Flora
Director of Public Works
JGF/ts
Enclosure
� � b '
• ' a
�
�
.�k �
.?,
•j;
CITYOF
F(�ttDL�Y
r
CIVIC CENTER • tr131 UNIVERSITY A�'E. N.E. FRIDLEI'. A1INNESOTA i5-ii: • PHONE 16121 ?71 _?-150
August 26, 1987
Mr. 6 Mrs: Richard Silverstein
6675 F�st River Road
Fridley, NN 55432
SUBJDQ': Sanitary Lift Station
Dear Mr. Silverstein:
R�87-160
By letters dated May 19 and J�e 19, 1987, we informed you of a City policy
whereby the City would install a sanitary sewer lift station on your
property pravided an agreenent was exeaated allaaing for the construction
and naintenance responsibility of the lift s-tatioa�.
We reaeived a letter fran your attorrey Mre Harold Kalina dated July 24,
1987 indicating a willin�ess to discuss some o�f the oonoerns you had. Our
attorreys° follc�wup iriformation indicated that you were willing to give the
system a chanoe but did not feel that the ongoing maintenance was your
responsibility. I have discussed this it�n with the Co�cil and they have
reaffiuned the p�licy of only providing a lift station on your property for
your sanitary system praviding the standard agreenent is executed tr� you.
If you agree, we will obtain quotes fran qualified contractors providing
for the installation of the most eo�nomical and beneficial placement of a
lift station which will raise your waste into the sarutary systen so as to
pre�clude any backfla�r fram the City lift station located on Riae Creek Way.
I would assume that an acceptabl e si te to you and the Ci ty can be
identif ied and that onae the system is installed, tl�e acceptance, operation
and maintenanoe of the systen should be acceptatale to you as a solution to
the past sewer backup proialens.
Attached is the City agreenent for this work. If you desire to proceed
with this vonstruction, �lease execute the form and return it to the me so
that we r�y initiate aontract work prior to the ground freezing. Should
you have questions regarding the systen or this agreenent, please contact
me at 571 3450, extention 159.
Sinoerely yaus,
�.�-� _ '�� =�,`"�—
Jahn G. Fla�a
Di rector of Publ ic Wor ks
JGF/ts
Enclosure
�
ec�. �.� ,
�!'�;Q; , ;.
����
+a� • t ti6
�� CiAB Busirtess Se� , 9 Irtc
380 Latayette Free ay Road Suite 118
P O Box 7007
SL Paul Minrtesota 55107
Telephone 812-292-1234
Richard & Idebelle Silverstein
6675 East River Road
Fridley, MN 55432
Dear Mr. & M�s. Silve�stein:
Brmch 01Ha ��,J � f�
ocT. 2�, 1987 _ , � cr�
� _.
, l�
�
GAB FILE N0: 56542-04261
CLAIMANT: SILVERSTEIN, RICHARD/IDEBELLE
INSURED: CITY OF FRIDLEY
CLAYMS_�9��:--49_28_87-------------------
: rap � �.FN'.�' :i'#:rCF
?(�B This letter is in reference to the seWer back up in your home
^ in which claim aas made on 09/28/87.
I spoke aith the City's Public Works Director, who informed
that the lift station in question is checked on a regular
basis and that the sewer back up which you experienced is not
due to a defect in the municipal line.
eased on this information, I must again respectfully decline
your claim.
Sincerely,
Max Giefer
Adjuster
MG:kar
CC: City of Fridley
Attn: Shirley Haapala
�
l:� � CF.MTUI/ Oi EtI1ffC[
�
ppg guyiness Services Inc
380 Lefeyette Fresway Rosd Sufte 118
P O Box 7007
S� Paul Minnesote 55107
Telephorte 812-292-1234
8ran�h Offlo�
Oct. 19, 1987
Mr. Silverstein
6675 East River Rd.
Fridley, INN 55432
Dear Mr. Silve�stein:
GAB FI�E N0: 56542-04261
CLAIMANT: SIIVERSTEIN, RICHARD
INSURED: CITY OF FRIDLEY
DeTE_OF_CL@��?--Q9=�$=$?--------
This letter is in reference to your claim against the city
of Fridley for the seaer back up which occurred at your
residence.
My investigation reveals that the city of Fridley checks the
lift station on a �egular basis. On this particula� instance,
ahen the ala�m notified the City of a power failure, the Citp
responded promptly and remedied the situation.
Based on the above information I see no liability on behalf of
the city of Fridley and must respectfully decline your claim.
MG:kar
CC: T.C. Field & Co.
CC:
Shirly Haapala
City of Fridley
Sincerely,
Max Giefer
Adjuster
� v �� � �
MEMO ZOs John Flora, Public Works Director
ME'MD FROM: Darrel Q.ark, Chief Bui.lding Official
N.�'!D DATE: July 8, 1988
R�GARDIlVG: County Fill Operation at 6675 East River Roa.d N.E.
� _
At 8:45 a.m., July 8, 1988, I received a ca11 from Virgil Herrick stating
that N1r. Silverstein had requested him to come out to witness a fill
operation on his property at 6675 East River Road N.E.
At 9:10 a.m. Virgil Herrick, Ralph Vol]�an, 12u.,sty Silseth and myself inet Mr.
& Mrs. Silverstein at i-l�.e site.
The fill aperation being corxlucted by Anoka County contractor, Astleford, was
being done on the south shore of Rice Creek, between. the Locke Lake dam and
East River R�aad. The contractor was r�noving material from the excavation
for the r�v East River R�oa.d bridge and placing it with a ba.ckhoe on the south
side.
According to Mr. Silverstein, he had made an agreenent with the contractor to
place the material an his lot next to the creek. He stated. he has applied
for a pezmit from the Rice Creek Watershed District and that they would
review his pernnit at their July 13, 1988 meeting.
Upon my return to City Hall, I called the E.A. Hickok & Associates office;
the Rice Creek Watershed office; and Pa.u1 Ruud, County Engineer, office to
apprise them of the project: they all stated they were aware of the
situation. Mr. Ruud sta.ted that the Rice CYeek Watershed District inspector
has been on the site.
DGC/mh
CC: Mr. Virgil Herrick
Mr. Ralph Voll�nan
� .<,
� �
TO:
FROM:
DATE:
Engineering
Sewer
Water
Parks
SUeets
Maintenance
MEMORANDUM
Nasim M. 4ureshi. City Marsger
i
John G. �ora. Pa�blic Work� Dia�cror
August 5, 1988
SUBJECT: ��i�� Wall at 6675 East Ri�er itoad
/"G���TO�'� /� "-
��,���,� ��'— V
PW88-256
With the initiation of the East River Road/Rice Creek B ridge proj ect, Mr.
Silverstein o� 6675 East River Road attempted to imprave his property by
filling in the existing flood plain. He owns Lots 17, 18, 19, Block l,
FdgEiaater Gardens. His hane is on Lot 18 ar�d Lot 19 abuts East River Road
tthe Cbunty has �ndenned 27 feet of Lot 19 for mad use leavirx,� 54.5 feet) .
At an onsite meeti� on Thursc3ay, August 4, 1988, rnpresentatives from the
DNR, Rice CY+eek Waters,hed District, Ar�ka County Highway Degartment, the
contractor, Mr. Silverstein, ar�d myself were present.
As a means of assistir�g Mr. Silverstein, we all agreed to allow the current
alignnent to renain (with sane modifications) , riprapping the exposed face
with rock arrl eor�crete ar�d tying the er�ds to our spillway ar�d the County's
abutment. Zfie elevation for this work was set at approximately 810 feet.
Firsl plans are to be distributed b,� Morx3ay ar�d teleplmr�e corr,-urrer�ce reached
shortly thereaf t�r.
The Silversteins were advised that any additioral filling of their property
would r�quire a Watershed District agproval ar�d a City Special Use peanit for
fillis�g the Critic�l Area arrl a:Larrl Altaeration �nit for the work.
� .
While it appe�rs tt�at the SilversteirLs
are also interested in prc�ducirx3 a lot
upon. (This would nequire a variar�ce. )
JGF/g
3/6/2/12
desire to improve their P�Y'�-Y• ��
which they can sell ar�d eoul.d be built
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STATE OF
U�.1 U V L, � � �[.=��
DEPARI'MENT OF NATURAL RESOURCES
PHONENO. 29(-0510 500 LAFAYETTE RD., ST. PAUL, MN. 55155 FILENO.
August 1, 1988
Mr. Richard Silverstein
6675 East River Road
Fridley, Minnesota 55432
Dear Mr. Silverstein:
RE: PERMIT APPLICATION �E89-6056, PLACII�NT OF FILL, RICE CREER
Ae have concluded that a modified permit to stabilize your shoreline
of Rice Creek be technically approved. However, we are precluded from
issuing a permit at this time for the following reasons:
1. The units of government which, by statute, are allowed
a 30-day period to provide comments on the proposal
(M.S. §105.44, Subd. Z) have not waived their statutorq
right to such a review.
2. Telephone contact has been ma.de with the City of
Fridley, Rice Creek Watershed District (WSD) and the
Anoka Soil and Water Conservation District (SWCD). The
City has advised us that a land alteration permit and a
special use permit are required fox the proposed work.
The Aatershed District has advised us that their rules
require a Aatershed District permit be obtained. The
ASD will process an after-the-fact permit and provide
comments for the DNR permit. As of July 29, 1988, we
were adnised that no application for either permit has
been made. Tha An.oka SWCD will be review3.ng the DNR
$pplication and will- -ma�ce- � effort to expedite their
review. DNR permit -rules -require-�that .any filling
project be consistent with all applica�le local
regulations (s�e b115.0190, Subd. 5, Iteai�=r�, H& I) ..
Until the necessary local approvals are gr�ated,.z,re
cannot presume that-the ruie� will.�e sa.tisfied.
3t Additional fees for the---= �'ect-'s e�mit .� _--
i� J F �PPl�za.titsn- _ = __ _ -.- - -- — .___ _
and DNR field inspection �ime must - ]se - p�.id -- an = _ = -
itemized statement of� fee� owed �,rill ba sent tc> y��--_ ..� -_ -_ .- -
AN EQUAL OPPORTUNITY EMPLOYER
,� , .�
Richard Silverstein
Page Two
Once the above requirements are satisfied, we can proceed with the
permit details. Until then, you do not have authorization to do any
work below the ordinary high water level. It appears that an on-site
meeting with the interested agencies, city, county, and the contractor
ma.y be able to resolve the outstanding issues.
Please call me if you have aay questions.
Sincerel ,
L��Z1l�
Rent Lokkesmoe
Assistant Director
DIVISION OF WATERS
cc: Representative Alice Johnson
Senator pon Frank
P. Rudolph, Anoka SWCD
S. Woods, Rice Creek WSD
—_ _ _ _
M. Burch; City _of_ Faridley `
— — -
M. Timmons, M.G. Astleford, Inc.
J. Olson, Anoka County Highwaq Engineer
IISCOE
D. Rodahl, C.O. -
Rice Creek File
L239:1kr
�-
STATE OF
UVUV��7� U�
DEPARTMENT OF NATURAL RESOURCES
1200 Warner Road., St. Paul, MN. 55106
PHONF��296-75%�� � ��V� � �F� • ���'� FILENO.
�1�G //�
DNR PR�OTECTED WATERS PERMIT APPLICATION NUMBER ���� D-S�
REQUEST FOR REVIEW AND COMMENTS
m
DATE : �' lz� /�
l <
To : Paa� /�l 1� � i��� S�1� . .
P���% �✓c�rcG�, � � �` � .
�7�iP,c�e- �'oa c� �C�3��f�
LCS � ��3�'�.� ^
FROM:�e JQiIN LINC STINE, AREA flYDROLOGIST
METRO REGION DIVISION OF WATERS
WATERS AFFECTED: �G� C%t�¢..2._�
PROJECT SPONSOR: �l,_ �,�,_�� � r%� rs�� �
C�1w 6
NATIIRE OF WORR: �tGtf�2 ,�7 u�!i! �`�-'�� �� �'t'��C
j�� Y�.-� � o�v�cv�e rLe �''u S G ��
� �
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�
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� �� � -- ���1�0� 1_YZ r� - td.s ---1!'� ����- _. _
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. _�..��� �Y� a�� y��- _. -
. c a���� e�� ov�r� 7� e�dtan-e �
1
.
L-98
�4A1 EQllAL O�QRTUNiTY �fidPLOYER
,�n
�
�
NA-02622-03
Rev. t2/85
DEPARTMENT OF
G.�] nMC�SS�i�Ca� - -
NATURAI RESOURCES
rERMIT APPLICATIO �/ � � l �j ��
TO WORK IM PROTECTED WATERS ��� O
(INCLUOIN6 DAM SAFETY�
�u� 2 6 isaa
►► Please read instructions before attempting to complete this application. � Y'
OFFICE USE ONLY.
P.A. N0.
_ � — ,/,• . �i >1°
osW�o o���
❑w.o. ❑uscoE
Appl�cant s Name (Last, First. M.I.) Authonzed Agent (if applicab�y��� Telephone Number8a�eaco�e
Richard & Idabelle Silverstei � (6�2) 574-7350
Address (Street, RFD, Box Number, City, State, Zip Code)
6675 East River Roada Fridley, MN 55432
LOCATION OF PROPOSED PROJECT (BESURE TO INCLUDE SKETCH SHOWING HOW TOGET TO THE SITE)
Government Lot(s) �uarter Section(s) Section(s) No. Township(s) No. Range(s) No. Lot, Block, Subdivision
N z 15 T 30 N R 24 W Edgewater Garder
Fire No., 8ox No. or Project Address COUlltjl Pro�ect w�ll affect p Lake, � Wetland or� WatercoursE
�ast River Rd, at Rice Creek Anoka � faknown�mber. R1C@ Creek
��I• �TYPE OF WORK PROP(�SED (CHECK ON
❑ exCavate [� repair
❑ fill 0 remove
O drain O abandon
O construct ❑ other (specify)
❑ install
IV. TYPE OF PROJECT (CHECK ONE)
O shoreline ❑ shore-protection ❑ obstruction ❑ dam
❑ channel O harbor
O sand blanket ❑ permanent dock
❑ riprap ❑ wharf
0 bridge � other
❑ culvert - (specify)
Reclaim & Protec
Ri eP . pPk
V. �ESTIMIITED PROJECT COST S�one to Prope�� j�Ed�arT�OF SHORELINE AFFECTED ( IN FEET)� 17 0
VII. VOLUME OF MATERIAL FILLED OR EXCAVATED ( IN CUBIC YARDS)� 1, 194 c. y.
YIII. BRIEF EXPLANATION OF PROJECT� (EXPLAIN WHAT PROJECT CONSISTS OF AND HOW WORK WILL BE DONf
The project consists of rebuilding the south bank of Rice Creek and placing
riprap to prevent further erosion. The fill material will.be placed from t
excess generated on East River Road State Project No. SAP 02-601-29.
IX.�PURPOSE OF PROJECT: (Expiain wh this ro' t'
X.
XI.
xu.
_y p �ec is needed)
A concrete retaining wa13, structure..taas constructed 30 ± years ago on the n
'oank of the creek. This wall_has caused a redirectiQn of flow in the creek
during high water which has badly eroded the south bank. The replacement
of this eroded area and_slope protection will restore the channel to its
n���inal location &��ovide armor pro,tec`tion--of-the bank to resist further
IIVIRONMENTAL IMPACT (AnticiAated changes to the water and �elated �and resources, includir� unavoidablE but detrimental effects)
A reduction in turbidity in w���r dne-tQ eiimin�ting future erosion. The
_ s`ons as existed in 1954
tl�
ro-
ion
TERMATIYES (Other alternatives to the action proposed)
o not�iing - ernsian_will continue along the-south shoze betwEen_the--dam -an -
- I hereby make applitairen pursuartt to Minnesota Statutes Cfiapter 103.Q2 and all suppohing rules for a perm�t to wur� m� aftett thEa�ve_ rr8ned prateaed -- -
�$) m�^CeiA�� �� S�P�n9 �. O�s. artd ottier iMormation subrt�ittgd wtth ttus application The irrfarmation submitted arM statemerrts made
cnncem� Mis application are true artd correct to the besi of my knowledge.
. . � � — _ _ - -- __
STATf QF
7A
couw�v oF Neu�rr. -- : _ � �-
_-subscrit►ed ana sMwr� m rietere n►e t#�is - __ ---
2�'-A �,, o� �u�Y -- ,� 88
INy commission ezpires -
Signature of r
��
�/.zb/��
— -- -�--�,
. o�rn��t�o„� _ _ _ -
��oHS __ _ _. _
..;;.�, BRLCf A FOURNIER Blue: SWCD .
�,� NOTARY PUBIIG • M�NNESOTA , Green: Watershed DisVict
;;1��� ` HFNNEPW COUNTYGol�ienrod� City oi COUnty
�`'�...• •� a++Y co��w� �a��� sep� �e, 1989 �� PiAk: Arm� CO�pS of Eng:i�EErS
� ,.r�.�n+i-y�pnr^.�+.^.....ea....+n9/�eMer►n....,....
Cartary: Applicant
�. DEPARTMENT OF " �, �� t ,�� NA-0T87d06
� �,Q6:IOC�I�g�4A � � • � v �% �v liev. 3,/es
{� NATURAI RESOURCES (
L�CAL UNIT OF GOVE�iNMENT COMME�ITS - PART �
Section I (To be completed by epplicent)- ---- — ----- - -- - -- - --
Name of Applicant Address (Street, RFD, Box No., City, State, Zip Codej �
Richard & Idabelle Silverstein 6675 East River Road, Fridley, MN 55432
PROJECT LOCATION �uarter Section�s) Section�s) Township(s) Range(s) County(ies)
N 2 15 T 30 N R 24 W Anoka
Pro'ect will affect: (name snd number of lake, wetland, or watercourse)
l�ice Creek
I hereby submit this application for permit to: � Date
(mark proper box)
Q appropriate water � work in protected weters �� 2 6� 8 8
------------------------- ------------------------- --
Section II (To be completed by local unit ol government)
The following local unit of govevnment comments and/or recommendatlons are submttted for conslderetlon by the
De�ertment of Natural Resources�ln the dlaposltion of the referenced permlt appllcaUon. (YOUR RESPONSE MUST BE
SUBMITTED TO THE DNR WITHIN 30 DAYS.1 Water Approprlatlon Permh AppllcaUons and Protected Waters �ermft
Appllcatfons are to be sent to the DNR Regionel Offlce. SEE REVERSE SIDE FOR CORRECT MAILIIdG ADDRESSE3).
,_ _ : � �`-.. ... -
- - - - - - - - - � - ^} _. -- - - - - - . . � _
Wes the pro�osad projec! fleld irtspected by this ioeal unit o# govemm�t? '- =-- -- 0'NO .: [
V iewer's �Clar�e. - - _ - _ - - _ .= - = TitJe . . ° . .
. �,£ - -
_.. s.
� _.� _
���; ...
JUl 2 b j9�g� :. _ . � -:.
�� � � _. =- -
'ES=( if 1�����1►v8 aiewer's �name) � "
Authorized Signature � :�„ �---.'�`- - .—_-� -- Titfe ` .. Date Telephorae No.(Area Co�� _ - _-�
._
.,
.. _ ( �
Name oi res�ndt� Soll �Y�fiieter-t�rsra�ort Dlstrlct, V�tersh�i_��y or �ou�r=. ._:� _LL. _- --_--�: -
. . _ -- _ . _ . . . =. _ ,�
Address (oi the above rtamed I�al unit af goverrtnrerr!) -_—� . —-- .-- .
(DNR — Dlvlslon of Watars addrgsass on bedc)
- NOTICE -
WATERS OF THE UNITED STATES �r`�� -- /��- �r�.� ��,
You shoutd be aware that projects which will involve dreinage, excavation, fill or impoundment of wetlands or waters of the United States, even those wetlarids
outside ot the jurisdiction ot the DNR, may requ'ue an individual permit irom the U.S. Army Corps of Engineers. Persons proposing such projects should contact the
Regulatory Functions Branch, U.S. Army Corps of Engineers,1135 U.S. Post Office and Custom House, St. Paul, Minnesota 551011telephone: 612 725-7557) for
(�rtherintormation. — qpDENDIJM —
NOTICE TO APPLICANTS FOR DNR PERMIT TO CHANGE THE COURSE,
CURRENT OR CROSS-SECTION OF PROTECTED WATERS
The Department of Natural Resources IDNR) and the Pollution Control Agency (PCA) are working together to avoid duplication in state agency permit review of
proposed activities aHecting protected waters in Minnesota.The attached form was prepared by theDNR and the PCAto minimize your work in contacting state
agencies for project approval.
Please complete this form by placing an 'X" in the appropriate box or boxes. It your project does not involve any of the actions listed on this form, place an "X"
in the box after item 9.
If your project wiq involve any oi the acdons listed for boxes 1 through 8, a copy of your DNR permit applicetion will be forwarded to the Pollution Control Agency
IPCA) for the'a review. Ii a separate PCA permit or approval is required, you wiA be so notified by the PCA.
Place an "X" in the box, if applicabte.
The project wip involve the deposition of asphalt, concrete, cut vegetation ar other sotid waste as fiq material. �
The project wip involve excavation oi materials from protected waters Uuough the use of any device which removes materials by pumping or suction action
G•e. hydrauGc dredgingl. �
The project will involve excavation ot more then 1,000 cubic yards of material irom the beds of the foll i a
a. Leke Pepin on the Mississippi Rive� IRiver miles 763 to 787 USCE Chartsl. �� �
b. Pool p2 in the Mississippi River from Lock & Dam � 1(the Ford Dam) to Lock & Dem 02 IHastings- ��it9"ro i�4 C ❑
c. Minnesota River irom Savage to its mouth at the Mississippi River (Mile 844 USCE River chartl. 6 198 $ �
d. Duluth Superior Harbor arid the St. Louis Bay area of the St. Louis River exYending to Spirit Lake. �J U L 2 ❑
e. The Fairmont chain of lakes includ'mg Budd, Siseton, HaU, az�d Amber Lakes in Martin County. �' ❑
f. Albert Lea Leke, Freebom County. ��'� ❑
g. WaROad River Upper Harbor Area extending from the mouth of lhe Warroad River to CSAH No. 11. ��� ❑
h. Red River of the North trom Wahpeton to the Canadian border. ❑
4. The project will involve excavation and/or (ill in protected waters for construction of ut1ity lines carrying any materials except ueated water in a liquid or
semi•so6d state, includ'mg but rrot fimited to petroleum or petroleum praducts, chemicals, sewage or coal slurries.
5. The project will involve construction of docks, piers or wharves which will involve new fuel handling facilities.
6. The project will invoNe new constnictioi, reconstruction or repair of structures for generaUon of hydroelectric power.
7. The project will involve consGuction of new ancllary tacilities tor sanitary sewers, boat pumpouts, on-site waste treatment or h Iding Wnks.
8. The praject will involve the on-site dis�sal by buming of vegetation to be removed during projggt canstruction. �
9. The project will not involve any of the above. ��, �� �, �' � _�"
AppUCant name
inro�a�P��► Richard & Idabelle Silve
�d �'` 6675 East River Road, Fridley, MN
DIVISION OF WATERS
ADMINISTRATIVE REGIONS
�
�
REGION 1
Regional Hydrologist
DNR - Division of Waters
2115 Birchmont Beach Road N.E.
Bemidji, MN 56601
(218) 755-3973
REGION 2
Regional Hydrologist
DNR - Division ot Waters
1201 East Highway 2
Grand Rapids, MN 55744
(218) 327-4418
O �,._, � � REGION 3 REGION 5
Regional Hydrologist
DNR - Division of Waters
1801 Minnesota Drive
Brainerd, MN 56401
(218) 828-2605
REGION 4
Regional Hydrologist
ONR - Division ot Weters
Box 756, Highway 15 South
New Ulm, MN 56073
(507) 354-2196
Regional Hydrologlst
DNR - Divislon of Waters
P.O. Box 6247
Rochester, MN 55903
(507) 285-7430
REGION 6
Regional Hydrologlst
DNR - Division of Waters
1200 Warner Road
St. Paul, MN 55106
(612) 296-7523
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CONT1�
1 OL
HAt�ID�00K
0 U.S. Department of Agriculture
`J Soif Conservation Service
St. Paul, Minnesota
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Obstruction Removal — Tne removal
of fallen trees, stumps, debris, minor ledge
outcroppings and sand and gravel bars that
may cause local current turbulence and
deflection.
Clearing — The removal of trees and
brush which adversely affect the growth of
desirable bank vegetation.
Banksioping — The reduction of the
slope of streambanks to provide a suitable
condition for vegetative protection or for the
installation of structural bank protection.
Bank Armoring — P�aced or dumped
heavy stone, sand-gravel beaching, or manu-
factured armoring, properly underlain with a
graded filter blanket when necessary, to pro-
vide armor protection for banks.
On channels, riprap shall extend to a height
equal to the 10-year frequency storm runoff
line or to the top of the bank, whichever is
lower. The riprap thickness, including gravel
blanket, shall be 18 inches minimum and gen-
erally thicker at the base. The rock shall be of
a size such that it will not be moved by the cur-
rent. See Figure 25 and Table 13 for graduation
and stone size requirements.
On lakes, the height, gradation and size of
armoring will be as determined by reference
No. 3 below or equal procedures (See Figure
No. 28 for example cross section).
The base of the armoring shall be extended
to a stabilized bottom elevation, or a minimum
of 5 feet below the existing channel bottom, or
as specified in above references, whichever is
the lower. The ends of the armoring shall be
terminated by keying into the bank a minimum
of 1 foot beyond the base of the gravel blanket.
See Figures 26 and 27.
The riprap shail be no steeper than 1:1 and
generally will conform wfth the remainder of
the channel bank slopes where flatter. A
gravel blanket shall be provided when required
based on above reference. The gravel blanket
shall be reasonably well graded such that it
will protect the bank materials from moving
out and that it will not move out through the
rock riprap and expose the bank materials.
References:
For Channel protection —
1. U.S. Department of Transportation,
Bureau of Public Roads, Use of Riprap for
Bank Protection, Hydraul(c Engineering
Circular No.11, U.S. Government Printing
Office, Washington, D.C. 20402, April
1970.
147
2. Highway Research Board, Tentative
Design Procedure for Riprap-Lined Chan-
nels, NCHRP Report 108, Highway
Research Board, 2101 Constitut(on
Avenue, Washington, D.C.20418,1970.
For Lakeshore protection —
3. U.S. Department of Agriculture, Soil
Conservation Service, Slope Protection
as Adapted For Use in Minnesota (Ten-
tative), Soil Conservation Service,
U.S.D.A., 200 Federal Building and U.S.
Courthouse, St. Paul, Minnesota 55101.
4. U.S. Army Coastal Engineering Research
Center, Shore Protection, Planning and
Design, Techn(cal Report No. 4, Third
Edition, U.S. Government Printing Offlce,
Washington, D.C.20402,1966.
Revetments — A pervious or impervious
structure built on or parallel to the bank to pre-
vent scouring flow velocities from impfnging
on the bank. This would include reinforced
concrete, masonry, or sheet piling retaining
walls and rock filled baskets. Wire filled
baskets may also be used in the same manner
as riprap when the required size of stone is not
available to satfsfy the riprap design. (See
Figure 29).
The below criteria shall be met.
1. Height of structural protection shall be to
the 10 year frequency elevation.
2. A firm foundation shall be available.
3. The structure shall be set at a stable
bottom elevation and protected against
structure undercutting.
4. Positive drainage for relief of seepage
pressures from behind the structure shall
be provided. Drain material shall be
designed such that bank materials are
protected from moving out.
5. No void or open spaces shall be left
behind or in the wall except for drain
outiets.
Rock Cr'ibs —(logs, concrete, or steel
bins) Cribs shall be located on a stable foun-
dation and the ends protected against under-
mining by cutoff walls. The height shall be to
the top of the bank or the 10-year frequency
storm runoff lines; whichever is lower.
All crib connections shall be securely made
and all structural members adequate in
strength. The rock shall be of such size to pre-
vent dislodging or movement from the crib
through the wall openings. The rock layer
across the top of the crib should be prevented
from removal by hand by being of suff(cient
s(ze or surface grouted.
r1� Trw w• � �.�.��
I
A-STONE BLANKET AND TOE TRENCH DETAIL
ILTER BLANKET
STONE BLANKET
B-STONE BLANKET AND TOE DETAIL
FIG. 26 - TYPICAL SECTIONS, STONE SLOPE PROTECTION
� FOR TANGENT REACHES WITH EROSIVE BEDS
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DRAI�lAG� - ER�SIUI� PROi�CT00fV
TABLE A- MEAN VELOCITIES WHICH W1LL NOT EROOE CHANNELS AFTER AGING,
VELOCiTY 1N FEET PER SEC•
M.ATERIAL OF GHANNEL BED SHALLOW OEEP �c
DITCH CANAI.
Fine sond oi- si/f, non- co//oidv/ 0.50-/.50 1.50-2.50
Coarse sond or son cJ /oam, non-co//oida/ 1.00-/.50 I.75-2.50
$i/fy or sand /oam �� �� /.00-1.75 2.00-3.00
C/a e� loom or sondy c/a n " 1.50-2.00 2.25-3.50
Fine yrove/ 2.00-2.50 2.50-5.00
Co//oido/ c/oy or non- co//oida/ grave!/y /oam 2.00-3.00 3.00-5•DO
Co!/oida/, we//-groded grQVe/ Z.25-3.50 4.00-6.00
Pebb/es, broken s�one, sho/es or hordpon 2.50-4.00 5.00-6.50
Sodded gutters (See p !8-0 3.00-5.00 `-
Cobb/ed guf�ers, nof groufed, or bifuminav5 ovrn (Seep.l8�05 5.00-7.50 —
Stone mason�-y 7.50-15.00 —
So/id roc/E� or conc�efe /5.00-25.00 --
f�GING Of CHfiNNEGS incr-eoses r�esistonce fo erosion os density ond stobi/i ty of chonne/ bed
imp�ove due to deposit of si/t in inferstices ond os cohesion inc�evses due to cementotion
af soi/ by co//oids. New chonne/5 moy be sofe/y operated of /ess than moxirnum desi9n
ve%cifies by use of °femPora�-y check strucfures.
VELOC/T/ES ore fo be reduced {or depths of f/ow under G inches ond {or wate� which
moy t�anspo�t obrosive rr�ote�io/s.
thearetica/ invert —
'� Ori9isu� �eund
G'honne/ Bank� /
do.� � �suo�� �-o�fo 3-a
ond �evefinenf y �honne/ irnrerf. %� ��
doms, see fig. D�Fiy, E be%w. <<heck dom
LONGITUOINAL qECTtoH TNROUGN CHANNEL
FIG.B-CHEClC� DAM LOCATION,,
Usuo//y
0=0" fo /=0°
Si'<�le s/ope /ogs
opprox. 6"div.l
l� C
!2"fo /8"
d�a. Loq3�
A
�
Heovy � � j�
stone povrn9 �-(��
SECTION B-6
�(.�1/,osfreom Dikh secfn
H
3N M�'n•
rePeromPenf
3=0"
Min.
w y � i w n/ ��.�` u� y� n� �
+q w
v� � � u/
Bonk o{Cuf �, Berm ditch �
' Concr Drairro e infiercepts wofer w
'Po Q, cfi� ct intervals � �i . u' � hrg Nqr'ound.
s,�o`��d �o ��c�e beffer) �� ,�h��►�: • .'• . `
�YP"'�'.��c ~ �— ftn/ef� �O�iyino/ • .
r: . , •.: G�ound su�{oc
_�-�Cv%ve�f '•� ' • . • • ' • . . ; ' �.
.� -;v--
1G. C- ER0510N PROTECTIQN FOR EARTH �A,NK.
.
� '���'�� `-��I111
. . " , ' �!1 � `a - _
/��i�� `t �! ��, �'
� ` .:.u���
�, � �/���•
. �
. -
•�i � � , � �
iii � ' ,, �,,,
j;, �� !r
y//�� %i %//��� � ,,. � '��ii�j �,,. �
/ i//r, %//i �%
� I I �
FIG. D- LOG CHECK DAM .
�ed on Repor o{ Specia/ Comrniffee on
C'res �
PLAN
FIG. E-CONCRETE� CHECK DAM.
qation Resecrch� flrr�. Soc. Civi/ Enq�s. /92�0.
''�` DRAINAGE- DITCHES - COMMON SECTIONS - I
D- I SEG M ENTAL
W
^ ��
r
� :.. � �2: / = � �H
. �
D-IA TRIANGULAR
Unequol side slopes
�
�,
� � 2:�
Q
/2:/ H
D- I 8 BITU M I NOUS GUiT�R
G
D-IC CUR6ED CROWNED STREET
D-2, D-3, D-4, D-5 T R A P EZ 01 DA L
� W yebe
-(d
� �
�� � dar�e f/
a
D-6, D-7� O-8, D-9� D-10, D-11
ISOSCELES TRIANGULAR
D-9, D-/0 and D-//-Ai�port difches
o: 2"sod rrnin:)
:p. v,•
a ,fl���
4""/oam �min.)
o•p:
O:.v.
SODDED GUTTER
"stones (min.)
�3"grave/ bed �min.�
C088LED GUTTER
�•a: o: � :o; 'a• :6••:�, :•o:•.,• .,d.., ���; ��::
'� � ;o :o� �
..� .� :
Base �equi�ed same as for concrete
povemen t.
CONCRETE GUTTER
TABLE A-
DIMEN:
NO. SLOP�$ B
D-/ - -
D-/A /2:/$Z:l -
o-ie i2: I � 2:l -
U
�
�
0
�
�
�
0
►" to /=C
rj2 ; /'
2;/
3 / •
/%:/
2:/
3:/
/:�: /
2:/
3:/
!% : /
2:/
3•/
2:/
3:/
2:/
3:/
2:/
3:/
7./
7./
�:/
�
�
�
�
�
PERTIES OF DITCHE
H W
� %Z" 5=0"
i" 7�0°
5"f 7-0"
�.5" 10=p"
'=0` 5=0°
'-0' 6=0"
-O" 8-O�
=6' 7= 6`
3'�` �� 6" �2�
3=0` 2=0" 9=
3=0° 2=0" //=
3'-0' 2=0' /5=
4=0' 3�0` /3'
C�
■�
2
d R R�
1.84 5. l6 0.356 0.502
l.75 7, •/4 D. 245 0.392
1.64 7. �8 0.232 0.37
1.68 /0. �38 0. /62 0. 29"�
3.50 5.6/ 0.624 0.730
4. 00 6. 47 0. 6/8 0. 726
_5.40 8.32 0.60/
7.88 8. 4 / 0.937
9.00 9.7/ 0.927
//.25 /Z.49 0.90/
/2.00 /0. Z! /. l75
/4.00 /l.94 /.173
/8.00 /5.65 l. /50
15.50 JQ.82 l.72/
30:00 /7.42 /.722
4=0" 2.00 4.47
6=0' 3.00 6.32
8=0" 8.00 8.94
/2=0` I2.00 /2.65
/2=0" /8.00 /3.42
/8' 0° 27 00 /8.97
/4= 0" 7.00 /4. /4
2s=o" 2e.00 2a.2e
�
RICE CRE�C 6�iTE� DISTRIGT
SUITE 177, ARDEN PI�1ZA
3585 NOI�TH LEXIlJQi'�1 AVIIWE
ARDEN HI.LL�S, MII�IIVE50►I'A 55126
1tG�1D PeYmit No. � 88-121
cc: City of Fridley
E.A. Hickok & Associates
PERMIT RCWD Fi 1 e
PeYmi.t Ap�lication No. 88= T21 �
.. Issu�ed to; Richard S. Silverstein, 6675 East RiverRoad, Fridley, MN 55432
, Location: 6675 East River Road, Fridley. •
Purpose: Approval of Shoreland Imrpovement for stabilization of south bank of
Rice Creek between Locke Lake dam and East River Road.
At their meeting on Au ust 24 1988 , the Board of Managers of the Rice Creek Watershed
Dist�ri,ct revie�i y+our p t appl.icat� o�a and � re��n -ef th� D3stris�G Eaig�i�s
based upon th�e �fallawing e�d�ibits: �
1. Permit Application dated August 5, 1988.
2. Bank Stabilization Plan, prepared by DeWayne C. Olson/Ulteig Consulting Engineers,
dated August 5, 1988.
3. Letter from Gerald Floden, DeWayne C. Olson/Ulteig Consulting Engineers, to Kent
Lokkesmoe, MN/DNR, dated August 5, 1988, describing riprap construction and including
details of riprap placement.
4: MN/DNR Permit No. 89-6056 (with attachments).
They fo�d the pmject as plann�ed to be in a�rc7ance with the l�il.es' & Regulat%ns and Guide-
lines of the Dietrict and therefore approved t�ie pernnit as requested, with the follawing ac�
diti,onal stiPulat3ons: No additional stipulations.
It is the responsibility of the Perniittee to provide all measures necessaxy to positively
oontain sediment on the site during oonstruction. This,may require the use of emsion
wntrol measures r�t outlined on the erosi.on aontrol plari. If this requirement is rnt met,
the Pemnittee may be ordered to provide additi.onal erosion �ntrol measures if dee��ed neces-
sary by tk�e Disfisict inspecGor. It is also the responsi.bility of the pYOperty awn� i�o Pxo"
vide whatever maintenanoe is nec�essa�ry to assure that the stornwater managern.�it syst�ens ap-
pxoved as part of this perndt will oonti.n�e tio f�ction as originally designed.
A followup,ir�spection will be oonducted at the pYOject site to assure vo�liance with all
agree�nts, tern�s and/or stipulations to this Peimit. Failure to c�anply with tl�e foregoing
may result'in res�ission of the Perndt, ar�d is in violation of Q�apter,112.89 MSA, a mi.s-
d�r�eamr. .
This doc�ment is n�t transferable, and is valid for orbe (1) year after the date of issuance.
No aonst,ruction is authoriz� beyond expiration date. If Permittee requixes more time tio.
oanplete vonstruct%n, a renewal of the Pennit wi.7.1 be ner.essaiy.
Please aontact us at 483-0634 when the project is ab�ut ta aoamence so an inspect�r may view
the work in progress. Pern�itt�ee has paid for 2 inspections: one at project t arnd
one at oo�letion. Any additional inspeation requestQd or required will be billed at $15/visit.
gy aca�tanve of this pezmit, the pern�ittee has o�nsentsd �Go the foregoing. �e encloaed Owner's
Certification must be foxwarded within ten c3ays of project amQleti.on.
. � �' •
Date ot Is�e� �,`"August 2�, 1988
Presiclent, Board o Mznagers�
�.;.., r+'�' oe..i�ai 11 /R7 Anr�rca . ( ar�linAl . Sr_
��
CITYOF
FRtDLEY
� � i� ��
���l�i'i � `
CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 • PHONE (612) 571-3450
August 26, 1988
Mr. 1Zichard Silverstein
6675 East River Road
Fridlc-�, N�1 55432
Re: Modified DNR Pennit 89-6056
Dear Mr. Silverstein:
PW88-154
At the onsite meeting of August 4, 1988, the DNR, Rice Creek Watershed
District, Arnka Caunty HigYaaay Departrnent, City of Fridley, Cbntractor, ar�d
yourself negoti.ated a proposal to authoriz e the DNR i ssuance of peiznit
89-6056. The agreenent established a shoreline fill elevation of 810
feet, with a grouted riprap face secured to the City wing wall and the
County HigY$�ray retaining wall.
In r�rds to the physical conrbection of the City dam, we authorize you or
your representative to renove the three trees in the construction area,
place filter fabric behind the wing wall conr�ectir,g to the fabric in your
fill arrl cenent grouting the riprap to the wing wall face as r�egotiated in
the DNR peanit. Plmse contact me as this work is beir�g accanplished.
As a z�nirrler, if any additio�l fill is to be placed on your property, yau
are rec;uired to apply for a Special Use Pelmit in acco�ilar�ce with the City
Zoning Cbde, GY�k and River Preservation Overlay District. This requires
a he3ring before the Planning C.atmission aml the City Council. Therefore,
an application shauld be made as soon as possible. No fill can be placed
until the Special Use Pe.nnit is approved.
I hope the proposed shorelir�e protection is accanplished in an expeditious
manr�er. If I can be of ariy help, please feel free to contact me.
Sir�cerely,
,�i�-�-
John G. �lora
Public Works Director
JGF/g
3/6/2/24
�
� 9
A
PERMIT d� 89-6056
Dated: 8 / 8
�q:
SPECIAL Pfl09ISI010S
14. All riprap shall eonform to t�►e Claes IV ti�rrap speeifieatiaae
for random riprap ae state8 in I�1DOT Specigicaticise Sec. 3601.1 -
3602.2 - see Attachmeat B.
15. The toe of the riprap sh�ll follo� che alig^ament et�o� oa
Attachment A. aad shall conform to the follo�ing: bottom
elevation � 800.0 feet (plan datum); width � 5 feeC; top
elevation = 803.0 feet (plan datum).
16. All riprap shall be placed over filter fabric caufosmit�� to th�s
1rIl�1DOT Specification Sec. 3733 - see Attachment B. �� �aaxim�
slope of the finished riprap shall be 2:1 (horizoatal:vettical).
17. Al1 areae to be covered with riprap shall be compacted to
acceptable eagineering standards prioz to placement of filter
fabric aad riprap.
18. The ripzap shall iaclude a top section conforming to the
following: within 5 feet of the fiaished 810 contour shown on
Attachment A; bottom elevation 807.0 feet (plan datum); top
elevation 811.0 feet (plan datum). ,
19. Placemeat of riprap shall follow the alignment shown on
Attachment A and shall tie in to the Locke Lake dam wingwsll at
the upstream end and the Anoka County �ii�b�aq Department riprap
at tha dowastream end. All escesa fill material preseatly below
that aligament shall be completelq removed and the na�ural creek
bed restored. Any escavated material shall be pleced above
elevation 815.7 feet - the 100-qeas fiood �levatios - and
stabilized to protect it from eroeioa.
20. To create astable point at tbe wingwall of t�ie Locke Y.ake dam,
2-3 trees overhanging the creek shall be semoved aitd fill placed
and compacted to stabilize the wingtitall.
21. All work shall be inspected by the Area Sydsologist 8uring
conetrucFioa prior to pzoceeding with additional �osk. The
phases o�, coaetructi.on requiriag individual inspectiaa are:
A. Removal of trees at the upstream limit. re�oval of escese
fill, and fill placement and compaction of all areas.
B. Placement of filter fabric.
C. Staking and placemeat of riprap toe. ,
D. Staking the final riprap alignment.
b
� , �
��
ME�ro��aou�
TO: I3asim M. 4��. City I�reger
�
FROM: John G. F1ora. F+iblic Works Director
DATE: �q�t 5, 1988
SUBJECT: ��i�� y�l at 6675 East Rtvet I�Oaa
�' '�/�(%'.' �
��7r���� i��
T�++T�B-2S6
With the initiation of the Ehst River Road/Rice Creek B ridge proj ect, Mr.
Silverstein of 6675 East River Raad attempted to improve hie property bY
fillirx3 in the existing flood plain. He avns Lots 17, 16, 19, Block l,
FrlgEwater Garderis. His hane is on Lot 18 ar�d Lot 19 abuts East River Raad
(the Cbunty has cor�denr,ed 27 feet of Lot 19 for zoad use leavirg 54.5 feet) .
p,t an onsite meeting o� Thursday, Augus� 4, 1988, representatives frcm the
DNR, Rice Cre+�k Watez��hed District, Aricka County Higl�ray Department, the
contractor, Mr. Silverstein, and �Yself were present.
As a means of assistirg Mr. Silverstefn, we all
aligrne�nt to zanain twith sane modificaticros}.
with rock ar�d eor�czete arrl tying the end� �o ou
abutinent. The elevation for this work was set
Fir$1 plans are to be distributed by Mor�d�y �rd
shortly thereaf ter.
egreed to allcw the current
ripsapping the expoeed face
r apillway �rrtd tl�e County's
at agg�roximately 810 feet.
�ele�ho� aor�currer,ce t�eached
The Silversteins were advised that �ny edditiorel f�lli� og their p�coperty
would require a Watershed District appzoaral ard � CiLy 6pecfal Use pemtiC �or
fillirg the Critical Area arr] a I�ml Alteration pe�it €or the work.
� .
While it appears that the Silverstefrs
are also inter�ted in gzoduc3r�g a lot
upon. (This wauld Yequire a variar�ce. )
JGF/g
3/6/2/12
desire to 3�rove their P�riY� �Y
which fhey can sell arrl cao�uld be built
�y
f+�,
+ s
STATE OF
U\J UV l� � � �l�
DEPARTMENT OF I�ATtJRA� RESOURCES
PHONENO. 296-4800 500 Lafayette Rd., St. Paul, A�1. 55155 FILENO.
�Ir. Richard Silverstein
Ms. I belle Silverstein
�675 East River Road
Fridley, innesota 55432
Dear Mr. & Z4rs. Silverstein:
RE: MODIFIED DNR PERMIT ��89-6056, SHORE PROTECTION, RICE CREER
Enclosed is your permit which authorizes placement of riprap to
protect the fill material along the shoreline of Rice Creek at your
property.
The plans submitted on August 5, 1988 did not accurately reflect the
�acisting conditions nor d3d they contain details agreed upon by
yourself and Assistant Director iCent Lokkasmoe at your August 4, 19$8
field meeting. Therefore, it was necessary to issue a modified permit
with Special Provisions to address the necessary details. We believe
the permit addr�sses the work necessary to effectively stabilize the
s2ope and prevent future faiiure of the riprap.
Thia permit was revie�aed on an abbreviated review process through the
cooperation of our regional staff, the City of Fridley, Rice Creek
Watershed Distsict, �nd Anoka Soil and Water Conservation District.
The original application was received on July 26, 1988 and the review
proces� lasted oniy i6 daqs - wfiere 4�-6G daqs are normal for permit
review. Through this short reviewr the Department maintained more
than routine contact with the other agencies and yourself.
Pursuant to Minnesota Statutes, Section 105.44, Subdivision 3 and 6,
the applicant, the managezs of the watershed district, the board of
supervisors of the soil and water conservation district or the mayor
of the city ma.y demand a hearing on the Order provided the demand for
hearing and the bond required by Subdivision 6 be filed with the
Co�issioner within th3rty (30) days. �io bond or security is required
of a public authoritq which demands a hearing. The Statutes further
provide that if no dema.nd for hearing be made or if a hearing is
demanded but no bond is filed as required bp Subdivisioa 6, the Order
shall become final and no appeal �f the Order may be taken to
Minnesota State Court of Appeals.
AN EQUAL OPPORTUNITY EMPLOYER
�!� < r rl i� �
�����,�,
,,;�,�,�F�., �:��
Richard Silnerstein
Page Two
Subdivision 6 requires that an applicant filing a demand for a public
hearing execute and file a corporate surety bond or equivalent
eecurity to the State of Minnesota. The amount to be filed is $500 as
set by the Commissioner. The bond or aecurity aha11 be conditioned
for the payment of certain costs and expenses of the public hearing if
the Order is affirmed without material modification; however, the
applicant's liability is limited to $750. The $750 limit does not
apply when a public hearing is demanded by a public authority which is
not the applicant. Bond forms will be supplied at your request.
If you have aay questions regarding this matter, please contact Area
Hydrologist John L. Stine at 296-7523.
Sincerely,
DIVISION OF WATERS
Rona.ld D. Harnack
Administrator
L229a:1kr
ccs USCOE
Senator poa Frank
Representative Alice Johnson
Pat Rudolph, Anoka SWCD
Marty Timmons, M.G. Astleford Company
Gerry Floden, DeWayae Olson-IIlteig Engineers
John Flora, City of Fridley ✓
Ed Matthiesen/Steee Woods, Rice Creek WSD
D. R.odahl, C.O.
Jon Olson, Anoka Coun�y Highway Dept.
S. Feche, St. Paul Waters
Rice Creek file
° ' MODIFIED
NA-02733-01 PROTECTED WATERS P•A. Nu�ber
���A 89-6056
Department of ���� R�«,��� p E� M IT
Division of Waters
�Pursuant to Minnesota Statutes, Chapter 105� and on the basis of statewents and information contained in the
permit application, letters, maps and plans submitted by the applicant and others supporting data� all of uhich
are made a part hereof by reference� PERMISSION IS HEREBY GRANTEO to the applicant nased below to change the course.
current. or cross section of the folloring:
Protected Mater County
Rice Creek An a
Haoe of Applicant Tele hone Nu�ber
p (include Area Code
Richard .& Idebelle Silverstein (612)574-7350
Address (No. � Street, RFD, Box No., City, State. Zip Code)
_b�i%5 Fac+ Rivc+r Rn�rl Fririlo�> 1��iLT �FQ�7
Autlio�ized to:
retain the existing fill material and place natural rock riprap conforming
to the Special Provisions and along the ali�nment shown in Attachment A.
No additional fill material, except natural rock riprap. shall be placed below
elevation 810 feet.
?urpose of Per�it:
5hore Protection
Property Described as: L ots
in the NE� Sec.15, T3
As Indicated: (8)
Does Not Appl
17, 18 & 19, Block 1 Edgewater Gar
N R24W
As Indicated: (11)
This per�it is granted subject to the follo�ing GENERAL and SPECIAL PROVISIONS:
GENERAL PROVISIONS
Ezpiration Date of Permit
C
hiah
1. ihis permit is permissive only and shall not release the permittee from any liability or obligation imposed
by Minnesota Statutes, Federal Law or local ordinances relating thereto and shall remain in force subject to
al� conditions and limitations now or hereafter imposed by law.
2. Th:s permit is not assignable except with the written consent of the Commissioner of Natural Resources.
3. Tha Regional Hydrologist shall be notified at least five days in advance of the commencement of the uork authori:.ed
he�eunder and shall be notified of its completion uithin five days thereafter. The notice of permit iss:.ea
by the Commissioner shall be kept securely posted in a conspicuous place at the sife of operations.
4. No change shal? be made, without aritten permission previously obtained from the Commissioner of Natural Resources,
in the dimensions, capacity or location of any items of uork authorized 'nereunder.
5. ihe permittee shall grant access to the site at all reasonable times during and after construction to authorized
representatives of the Commissioner of Natural Resources for inspection of the work authorized hereunder.
6. This Permit may be terminated by the Commissioner of Natural Resources at any time he deems it necessary for
the conservation of water resources of the state, or in the interest of public health and weifare, or for violation
of any of the provisions of this permit. unless otherwise provided in the Special Provisions.
7. Construction uork authorized under this permit shall be completed on or before date specified above. Upon uritten
request to the Commissioner by the Permittee. stating the reason therefore, an extension of time may be obtained.
8. The excavation of soil authorized herein shall not be construed to include the removal of organic matter ;as
indicated above) unless the area from which such organic matter is removed, :s impervious, or is sealed by
the application of bentonite after excavation.
9. In all cases where the doing by the permittee of anything authorized by this permit shall involve the taking,
using, or damaging of any property rights or interests of any other person or persons, or of any publitly ownetl
lands or improvements thereon or interests therein� the permittee. before proceeding thereuith, shall ebtain
tFe aritten consent of all persons, agencies� or authorities roncerned� and shall acquire all property, rights
and interests necessary therefore.
PERMIT � 89-6056
Dated: 8 / 8
By:
SPECIAL PROVISIONS
14. All riprap sha11 conform to the Class IV riprap specifications
for random riprap as stated ia 1�IlJDOT Specifications Sec. 3601.1 -
3602.2 - see Attachment B.
15. The toe of the riprap shall follow the alignment shown on
Attachment A, and sha11 conform to the following: bottom
.elevation � 800.0 feet (plan datum); width = 5 feet; top
elevation = 803.0 feet (plan datum).
16. All riprap shall be placed over filter fabric conforming to the
rIIQDOT Specificatioa Sec. 3733 - see Attachment B. The maximum
s1opE of the finished riprap shall be 2:1 (horizontal:vertical).
17. All areas to be covered with riprap shall be compacted to
acceptable engineering standards prior to placemeat of filter
fabric and riprap.
18. The riprap shall include a top section conforming to the
following: within 5 feet of the finished 810 contour shown on
Attachment A; bottom elevation 807.0 feet (plan datum); top
elevation 811.0 feet (plan datum). ,
19. Placement of riprap shall follow the alignment shown on
Attachment A and shall tie in to the Locke Lake dam wingwall at
the upstream end and the Anoka County Highway Departmeat riprap
at the downstream end. All excess fill material presently below
that alignment shall be completely removed and the na.tural creek
bed restored. Any excavated material shall be placed above
elevation 815.7 feet - the 100-year flood elevation - and
stabilized to protect it from erosion.
20. To create astable point at the wingwall of the Locke Lake dam,
2-3 trees overhanging the creek shall be removed and fill placed
and compacted to stabilize the wingwall.
21. All work shall be inspected by the Area Hydrologist during
constructioa prior to proceeding with additional work. The
phases of constructi:oa requiring individual inspection are:
A. Removal of trees at the upstream limit, removal of excess
fill, aad fill placement and compaction of all areas.
B. Placement of filter fabric.
C.
Staking and placement of riprap toe.
D. Staking the fiaal riprap alignment.
Special Provisions
Page Two
22. A flotation sediment barrier and/or staked erosion control
measures shall be placed as depicted in Attachment C surrounding
the entire project area.
23. The permittee shall comply with all rules, regulations,
requirements, or standarda of the Minnesota Pollution Control
Agency and other applicable federal, state, or local agencies.
24. Permittee shall ensure that the contractor has received aad
thoroughly understands all conditions of this permit.
25. Erosion control measures shall be adequately designed for the
site characteristics. They may include staked haybales,
divers�on channel5, sedj.ment gonds, or sediment fences. They
shall be installed prior to commencement and maintained
throughout project. All exposed soil shall be restored (by
seeding and mulching or sodding and staking) within 72 hours of
completion of project.
26. Nothing in the granting of this permit shall be construed as
relieving the permittee from any crimiaal responsibility
resulting from any activity in Rice Creek where activity was done
prior to the issuance of this germit.
27. All exposed soil upslope from the top of the riprap shall be
stabilized by establishing turf (either staked sod or
seed/mulch/netting) adjacent to the riprap. Any areas of active
upland erosion which maq cause instability o£ the riprap shall be
stabilized immediately.
L229:1kr
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l e��� ��� �� �
3733
Geotextiles (Construction Fabric)
3733.1 SCOPE
This Specification cavers gcotcxtile (construction fabric) for
use in wrapping perfora�ed pipe for sub�urface drainagc, for use in
wrapping concrete pipe culvett joints, for use below random ri(►�
rap or gabions, or for other specifcd applications.
Several types of geotextile fabric are provided for specific
uses, as follows: '
Type I- For use in wrapping subsurface drain pipc. .
Type II - For use in wrapping the joints of concrete pipe cul-
vcrts to provent infiltration of �djacent soils.
Type IIl - For use as a filter layer under Field Stonc Class l. 11.
and III; under Quarry Stone Ciass 1: and under Ga-
bions.
Type 1V - For use under all other classes of riprap.
3733.2 REQUIREI�tENTS
A � General
� Geotextile fabric shall meet the requircments of AASHTO M
288 except as modiFied herein.
The geotextile fabric shall be free of any chemical treatment or
coating that might significantly reduce porosity or permcability. [t
shall be uniform in texture and appearance, and shall havo no
defects, tlaws, or tears that would significantly afiect its physical
or Gltering propenies.
Fabric shall not be left exposed to the sun for a period in excess
o[ 14 days without being covered by the appropriate protective soil
or rock layer. A strength loss in excess of 20 per cent from unaeed
minimum average strengths due to ultrrviolet ezposure will be
grounds for rejection.
g Physical Properties
The requirements of Table I of AASHTO M 288 shall not
apply. In lieu thereof, physical property requirements shall be in
accordance with thc following:
(1� G�ab '3'ensile Strength shall be 90 pounds minimum for Types
I. II, and IJY. and 200 pounds minimum for Type IV. Test methad
shall be according to ASTM D 1682. using one inch square jaws.
travel rate of 12 inches per minute. and average of three tests in
cach principal direction.
(2) Equivalent Openine Size (EOSi, U.S. standard sieve siu. shall
be 40-100 for Type 1, SO maximum [or 'rype Il. and 50-120 for
Types Ili and IV. Test method shall be accordine to Corps of
Engineen CW 02315. modified. November 1977.
(3) Permittivity shall be 0.7 minimum for Type I, and 0.3 min-
imum for Types I[, JII and IV. Test method shaq be accordin¢ to
MNDOT test. Falling Head.
'Where: P = K Sec."� ,
4— L
3733.3 SAI�IPLING AND TESTING
Samples for testing shall � at least 3 square yards in size and
be furnished to the Engineer at least 30 days prior to intended use.
Permit #89-6056
Dated: / �
By:
3601 � - � �
� Riprap Material � ,
3601.1 SCGPE �
This SpeciFication covers stone and filter layer materials foe
use in random. grouted, hand-placed, or quarty-run riprap con-
struction. .
3601.2 REQUIREMENTS
p Stones
pl Kind and Quality '
The stonc shall be durable field or quarry stone �o( a�proved
quality, sound, hard and frcc of seams, cracks and other swctural
defects. Stones shall be generally round or cubiform in shaps.
Slabby or elongate stone pieces having width or thickness less
than one-third the len¢th shall not exceed 10 per cent of the total.
Sound pieces of broken concrete meeting the weight rcquircments
and having no protruding steel may be substituted for stonc.
p2 Weight
p2a For Random Riprap • •
The approximate weight and Fradation oF stones for Random
Riprap shall be as listed below for the class of riprap specified in
the Plans. 'Ilie stone shall be reasonably well graded within the
percentages shown. ' �
Approx. �k oiTotal Weight
� '' Smaller than Given Wei ht
Weight Size Class of Ri ra
(Ibs.) (in)• 1 11 III IV V
2000 30 � �
lOdO 3q •100 '
650 21 75
aoo ia ioo
2so is _� so
- -- ---- -
120 _ _ 12- - - _ I� - - -- _7..5 - 50
50 9 75 50
15 5 100 50 ��
—�-_ _ .--� - -.-- :--- - - _ _ 10
'� 2 3 50 ' 10
2 . 10
1 10 �
' Weight to approximate size conversion based on a.specific
gravity of 2.60 and a volume average between a spherc and a
cube.
A2b For Hand-placed and Gmuted Riprap .
The individual stones. exccpt for those used [or chinking,
shall weigh not lus tha� SO pounds each. _
A2c For Quatry-run Riprap • �' `=
Rock for quarry-run riprap shall b� quamed stone, including
spalls, rcasonably well graded from maximum size shown in the
Plans to not more than IS per cent by weight smaller than the IVo.
DO sieve. ' ?`,.
r< <
1. Euavitt tM� t►end►. 2. Pl�u �nd ttske strne bales.
�, mT� _ �vF�`'
- r,,,6 I • '
s� ; ��' ��� . � �.' � � 4� � %
��-� . i r,
� �'�,.� � �� ' � � . �
; � � r' � ,
•�'/� '• %/i � � . • •�-� '-
F1�� /f ' wi d�t�h� � =!�/� ��_ (� �
i -
�
� i p ! R i ' � � • � '
'��—�'�� � - � �\ �-���'' ��•. � i
�;•/'� � �� • //j/i-� ��
3. Wedge loose atraw bet�+een 4. Backfill and comPact the
���, excaveted soil.
CONSTRUCTIOt� OF k STRAW 811LE BARRIER
Source: Adapted from Installation of Straw end Fabric Plnte 1.
Filter Berriers for Sediarent Lontrol, -
�
..... _..
. �� •. `f' ' . •� ,' � '
_ .� _ .
� �t�r�rr c
P�rmit #89-6056
Dated: �/ �
By:
1. Set the stakes.
�
� % �' �.��� % ,�•• ;.��- i '
I /����wlj �� �' -
� Fl� �� �
' � : . " .
�
�
j 3. 5taple filter material to
! stakes and extend it into
2. Excavate a 4°x4° trench
upslope along the line of
_stakes .
�Wii� %• -�
:���'� +..��%
�--�y
« ,_
4. Beckfill and compact the
excaveted soil,
; �%`�� ! ' ' y ` . . , t�, � �
_ i �� � . �i
.. I . : . '� �i � rJllr' ��/ ���I�
- f r I� ''I�
::q - - r ;: . , ; - -
-� CON3TRULTION OF A FILTER BARRIER
-: �"-_- _ e " T-' � 1 � " -
"�' `--� -"' —' -- ""-,J Sourte: Insteilation of Straw and Fabric Filter Barrien P1ete.1.06a
- p-.�. : . �. ;. for Sediment Lontrol. 3herwood and iPyant '
�tN - W�� .._ ..__ ..,;.ws � _ - `--�- - -- -- .: � -- - - -. .- -- -- -
SEDIMENT FENCE --- � - , .
- --- — _— 4�o�T5- 5 Ols. t'f^X.
' 6EO--r�x-n�e t��iG,
f`NG�Ol� TO FCNGE
�EL . � " ��l�L� I�ofz O �T'.5 �
� N `.� � _
� I ANGI-bR fi'�'fl�G TO �?f7Or�l
� � �KE�L tTH �VAT�
:: `: . ,�
r_
.� ° -,
. , ,.: STATF Of � =�
�_ _
ar���o�Q . : - .
QEPARTMENT OF NATURAL RESOURCES
��`-'` �`'�'`�� .
���� �,�
1200 Warner Road., St. Paul, MN. 55106
PHONE�I296—%523 � ���/vL J/vd�,�,- �,� FILENO.
�� /
DNR PROTECTED WATERS PERMIT APPiICATION NUMBER �`p 3�
REQUEST FOR REVIEW AND COr�'IENTS
DA�: g�,SI� g
TO : J� J „_ �d� 6{, / � _ % O �� C��
Cl f�rrV
�, ,�cv�o
�� � �t,,��.� ���, ���
FROM: JOHN LINC STINE, AREA HYDROLOGIST y�.7`���
METRO REGION DIVISION OF WATERS l��
WATERS AFFECTED: �� L� /
��G.
PROJECT SPONSOR: /�/J � n r��� n_ _ 1
g�'l�.CJ �.�1� J�`E'.,� 9
��f�(iti �`,�
NATURE OF WORR:
�(,o d.rii'e� c�v+�o �i/�;c� �. �p C�.u-o
p� �d � �V`�1 � �i�,'c�,� _
d
-7% `'Q/� �vt,q -
, �J ,,/
�� ..Q�'��7� µJ"�.� d� /V
✓ p r�-'
��,u, �i e � d�d� � �.sit�- ��1: �zQ �t1 �+-�v
� � � f���l� � ��o��
� �
_ �� � ' �� _
�
COI�lENZ`S DUE BY: �S % T-�� - - �
L-98.
. �AI EQUAL OPPORTUNITY ENfPLOY�R
�n
e
..row� co�.ti.
��a�:
.. ., �.:L�°.' ' .;
. '4�,yW[S�tP ��
August 5, 1988
COUNTY OF ANOKA
Depamnent of Highways
Pau! K Ruud, Highway Eregineer
1440 BUNKER LAKE BLVD NW, ANDOVER, MINNESOTA 55304 612-754-3520
Department of Natural Resources
1200 Warner Road
St. Paul, NIlJ. 55106
Attention: Mr. John Stine
Regarding: Permit Number 86-6311
Dear Mr. Stine:
Please find enclosed a three (3) page set of prints indicating
an addition that we would like to make at the site of the Rice
Creek Bridge on Anoka County Project Number 02-601-29 which is
covered by the above referenced permit. This additional work
consists of angling the northeast wingwall approximately 6
feet from the original location and extending salvaged sheet
pile with concrete cap and a chain link fence on top of it in
an eastward direction tying into the concrete training wall
from the Locke Lake Dam. This proposed installation was
discussed at a meeting on August 4, 1988, with Mr. Rent
Lokkesmoe. He suggested that we send a letter requesting an
amendment to the permit allowing the placement of this sheet
piling.
Should you have any questions regarding this matter, please do
not hesitate to contact me at your convenience.
incer�ely,
�n � �
on G. Olson, PE
ssistant County Engineer - Construction
Affirmative Action / Equal Opportunity EmploYer
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STATE OF
Uv � � � � �[r-J
DEPARTMENT OF NATURAL RESOURCES
PHONENO. METRO REGION WATERS-1200 WARNER RD., ST. PAUL, MN.FI
296-7523
August 28, 1989
Mr. Richard Silverstein
6675 East River Road
Fridley, Minnesota 55432
Dear Mr. Silversteine
v�
����� �
. ��� �.
� : MINNESO?A .
, 1990
RE: DNR PERMIT #89-6056, RIPRAP AND BANK STABILIZATION, RICE CREEK
As we discussed at the site and recently over the telephone, the
work which you have completed at your property is in compliance
with the provisions of the above-referenced permit. It is
acknowledged that you will be placing additional natural rock
riprap 6" to 12" in diameter along the property, as time permits,
to fill in voids that exist between larger pieces of stone at the
property. This work can be completed without a DNR permit.
Therefore, our file on this matter is closed. Your cooperation
through our permit process is appreciated. If you have any
questions, please feel free to contact Area Hydrologist Tom Hovey
of my staff .
Sincerely,
p�u. c. �'� �`.�,�-�
hn L. Stine
Regional Hydrologist
cc: City of Fridley
Jon Olson, Anoka
Rice Creek WSD
Rice Creek file
R. Hansen, C.O.
:lkr
Highway Dept.
i AN E�UAL OPPORTUNITY EMPLOYER
m
1 ,
! � � .- � �������%�
METRO REGION WATERS-1200 WARNER RD., ST. PAUL, MN. 55106
296-7523
August 28, 1989
Mr. Richard Silverstein
6675 East River Road
Fridley, Minnesota 55432
Dear Mr. Silverstein: �
RE: DNR PERMIT #89-6056, RIPRAP AND BANK STABILIZATION, RICE CREER
As we discussed at the site and recently over the telephone, the
work which you have completed at your property is in compliance
with the provisions of the aiiove-referenced permit. It is
acknowledged that you will be placing additional natural rock
riprap 6" to 12" in diameter along the property, as time permits,
to fill in voids that exist between larger pieces of stone at the
property. This work can be completed without a DNR permit.
Therefore, our file on this matter is closed. Your cooperation
through our permit process is appreciated. If you have any
questions, please feel free to contact Area Hydrologist Tom Hovey
of my staff . ,
c:� -� , .
Sincerely,
�
John L. Stine '
Regional Hydrologist
cc: City of Fridley
Jon Olson, Anoka Highway Dept.
Rice Creek WSD
Rice Creek file
R. Hansen, C.O.
:lkr
�
DATE: Noaember �� . iQ88
PLACE: On site at the Silverstein property
--'\
6675 East River Road, FridleS►, MN 55432
�
T I ME :- I J% 6ti'� �.'"
I, ���` �- ���- represent i n the Stat
9 e
Minnesota cDepartment a� Natural Resources) as _�ii/�
��i l.�(ITt � - *.. • ,:
. am here to inspect �the work of paragcaph
21. D, CStaking the flnal.rlpcap alignment) to SPECIAL PROVISIONS of
PERMIT # 89-6D56 dated August 11 ,�'�8'$.
I have inspected the work and hereby approve the CSTAKING THE
FINAL RIPRP.P ALIGNMENT).
v
DATED : � t �g
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. ��v
(1��� iv rYG
oe�- �°�r�a `�—r-�-r�►�y` � � �`�g%,
� � .
0
DATE; tloveraber %.� . 1488
PLACE: On site at the Sllverstein property�
• 6675 East River Road. Frldley. MN 55�32
TIME: 2 � � �
� . I� � � cepcesenting the State
Mlnne9ota tDepartment of Natucal�Resources) a9 �� �� �
- �
� �, am here to lnspect the work of paragraph
21. B. CPlacement of fllter fabrlc) to SPECIAL�PROVISIONS of PERMIT
� ` �� �� ` . .
# 89-6056 dated August 11, 1988.
' .�
w*
I have insp�ected the work and hereby approve.the cPLACEMENT OF
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J
OPPENHEIIviER WOLFF f� DONNELLY ��
��
� s� s�n sa�
Suite 3400
Minneapolis, MiV 554Q2
(612)344-9300
Telex: 701605
FAX:(6]2)344-9376
September 28, 1988
John Stien
State of Minnesota
Department of Natural Resources
1200 Warner Rd.
St. Paul, NIIJ 55106
1
�
Clticago
Minneapolis
IVewYork
Pazis
St Paul
Washington, D.0
Re: Richard and Idebelle Silverstein/Modified DNR �ermit
#89-6056, Shore Protection, Rice Creek
Dear John:
In talking with Mr. Silverstein and looking at my letter of
September 20, I have realized that I may have inaccurately
described one aspect of our discussion. Specifically, in the
first paragraph I stated "Based on the conversations our
understanding is that we can comply with the permit by laying
the fabric and riprap on the east side of the project up to
the face of the wall and around the corner of the wall." As
you probably understood, by "east" I was referring to the
portion of the Silverstein's property directly adjacent to
the City's property, i.e., up to the concrete retaining wall
noted on Attachment A to the permit. Mr. Silverstein pointed
out to me that this technically may be considered the
"south," rather than the �'east," side of the project and I
wanted to make sure our understanding was clear. As before,
if you have any questio�s.abo�t this clarification, please
contact either Mr. Silver�tein or me.
On another topic: the construction is moving along but as
yet no fabric has been laid_ They will call you as soon as
it is down. ,
Sincerely,
� �.
ohn C. Goodnow
JCG:ab
cc: Richard Silverstein
3�'�� ��
a L��
D������ o
sFr �: u �ssa
REGION 1il
W�TERS
OFPEN�-IEIMER WOLFF c� DONNELL' �
Pla�a w
45 South Seventh Stieet
S�rite 3400
Minneapolis, HM155402
(612)344-9300
Telex: 701605
FAX: (612) 344-9376
September 20, 1988
John Stien
State of Minnesota
Department of Natural Resources
1200 Warner Rd.
St. Paul, NIlJ 55106
1
Brussels
C1�icago
Minneapolis
New York
Paris
St. Paul
Washington, D.C.
��
�d
5'�F; � �
�� �
�.�8� D
���}�N
��I� �'
�
YZe: Richard and Idebelle Silverstein/Modified DNR Permit
#89-6056, Shore Protection, Rice Creek
Dear John:
This letter is to confirm our telephone conversation of
September 20, and your subsequent conversation with Mr.
Silverstein (which Mr. Silverstein reported to me) regarding
the construction project. Based on the conversations our
understanding is that we can•comply with the permit by laying
the fabric and riprap on the east side of the proj ect up to
the face of the wall and around the corner of the wall. As
you discussed with Mr. Silverstein, we will not be laying
fabric and riprap on the city property, and you approved
limiting the project in that manner.
Mr. Silverstein will contact you after the fabric is in place
so that you can inspect and approve the work, and similarly
will contact you to inspect the various remaining stages
required in the permit. ���,: �• �
If your understanding is different from anything in this
letter, please contact either Mr. Silverstein or me.
Thanlcs for your cooperation.
Sincerely,
C„ i'�t���
John C. Goodnow
JCG/1C
cc: Richard Silverstein
- �
DEPARTMENT : of N8tur81 ResourCes
METRO REGION WATERS
DATE : September 8, 1988
� � Silverstein Permit ��89-6056
FROM : John L. Stine
Area Hydrologis
PHONE: 296-7523
SUB.IECT : FIELD INSPECTION ON SEPTII�ER 7, 1988
sF-0000s-os �aresi
�TATE OF MINNESOTA
Office Memorandu�
I met with Jack Goodnow, Mr. Silverstein, and A1 Johnson from
Astleford Construction Company, at the site on September 7, 1988.
The topic of our diacuesion was several aspects- of the permit as
follows:
1. RIPRAP TOE CONSTRUCTION - I informed everyone that
excavation to elevation 800 was based on an erroneous
p1an, or a verq difficult to interpret plan, and a truer
statement of the permit would be a 3-foot deep toe
conforming to the other horizontal dimensiona stated in
the permit. In order to bury the toe below the creek
bottam at the staked alignment, Mr. Johnson stated tha.t he
ma.q have to dig a trench or burq the rock by simply
pounding on it with the bucket of the back-hoe. I stated
that either method would be satisfactory as long as the
rock is buried at least 2-feet below the creek bottom to
provide a stable f��g for�the rema.inder of the riprap.
2. Johnson did not feel that carrying the riprap to only 811
would be high enough to protect the shore. After looking
at the stakes and the high water mark in the box culvert
near the Locke Lake Dam, I agreed that the top of the
riprap should be placed somewhere in the vicinity of 812
to 813 in order to provide a stable top.
3. Silverstein asked what could be done above the top of the
riprap - whether it had to be seeded, sodded, etc.. He
would like to place concrete slabs in the area to create a
sidewalk tqpe of an effect for the kids who use the area
for fishing. I said that I had no problem with him doing
that. Once he is outside of the riprap area, he is beyond
the Department's jurisdiction and that is a matter to be
resolved by the City of Fridley and the Rice Creek
Watershed District as to its acceptabilitq.
0
_ --.� ,l
Silveretein Permit 4�89-6056
Page T�ao
4. REMOVAL OF TREES AT THE LOCRE LAKE DAM ABUTMENT was
discussed. Silverstein stated that he would accept some
of the responsibility for the removal if the city would
cooperate on the project as well. Attorneq Goodnow and I
suggested a compromise solution whereby the city would
access the site across Silverstein's property, cut down
the 3 trees, not remove the stumps, and remove the excess
debris on the dam. Silverstein would then be able to
place the filter fabric and the riprap at the dam abutment
- and have the trees hauled away by contractor Johnson.
5. Contractor Johnson and I went over the final alignment of
the shoreline as shown on the plan contained in the permit
and agreed on the final staking.
6. Contractor Johnson asked about giving notice to the
Department for various inspections of phases of the
project. I stated that the staking and compaction of fill
portions of the inspections were complete, and the 2
remaining inspections are over the placement of the filter
fabric and the final alignment of the riprap. Johnson
asked whether a five day notice was required and I stated
that would not be necessarq as long as I knew well enough
in adnance to be able to get out to the site and observe
the work.
We were in agreement over the various aspects of the project being
completed and attorney Goodnow plans to send a letter confirming the
discussions of our meeting. I stated,.that a separate meeting with
Assistant Director Lokkesmoe�'e�3.s`not necessary and that he was in
concurrence with the statements I made at the site.
Following the meeting, I drove to the City of Fridley offices and
discussed the project with John Flora. He agreed to cut down trees,
at a ma.simum, but did not close the door to other options for
assisting Silverstein in the removal of debris and other work at the
dam abutment. He advised me that the city owns no easement for
access to the dam and owns onlq the dam and a small amount of
property surrounding it. I informed him tha.t Silverstein has agreed
to give h3m access across his property. Flora did not rule out
further assistance to Silverstein if that is found to be feasible.
On September 8, 1988, Attorney Goodnow called me and informed me
that he was going to be contacting the Citq Council representatine
for the area to hopefully apply some pressure to Flora to assist
Silverstein in this matter. He also stated that the letter
confirming our agreement was in the process of being drafted and
noted that if I disagreed with anq of the statements in the letter,
I should call him and he would take care of any necessary revisions.
Several photographs were taken.
L195:1kr
cc: ICent Lokkesmoe, Assistant Director
OP1�Erf��EIMER WOLFF � DONNELLY ~�
September 8, 1988
��
Pla�a VQ Brussels
45 South Seventh St:eet Chicego
Suite 34� Minneapolis
Minneapolis, MN 55402 New York
(612)344-9300 Paris
Telex: 701605 St. Paul
FAX: (612) 394-9376 Washington, D.0
John Stien
S�ate of Minnesota
Department of Natural Resources
12 0 0 Warner Rd .
St. Paul, NIlJ 55106
��
��
SEP 12 1�8a
���� V�
���
Re: Richard and Idebelle Silverstein/Modified DNR Permit
$89-6056, Shore Protection, Rice Creek
Dear John:
This letter is to summarize.our discussions at our meeting on
September 7, 1988 at the Silverstein's property regarding the
above-captioned permit. We met there with Mr. Silverstein
and A1, the foreman from the construction company.
We first discussed Special Provision 15 of the permit,
concerning where the toe of the riprap will be placed. You
told us that we did not have to place riprap at the 800'
bottom elevation level along the contour, as initially stated
in #15, but, rather, at the point at which the downslope
intersects the streambed (indiCated by the stakes in the
river) the contractor ts�d�lld place riprap and embed it
approximately 1' to 1-1/2' into the streambed. This can be
accomplished either by digging a shallow trench in the
streambed and laying the riprap in, or by placing the riprap
on the bottom and driving it in with the shovel of the
backhoe. We agreed that we would cantact you w�en this
process is begun, so that you can make the individual
inspection and grant us permission to move into this phase of
the construction, as required under Special Provision 21.
You also agreed that a telephone call to your office would be
proper notice and there would be no writt.en or advance notice
required in order to request you to make an individual
inspection for each phase of the project.
We next discussed the requirements of Special Provision 19,
regarding the high point of the riprap. You stated that we
could carry to riprap to elevation 812 or 813, rather than
having to move up to the 815.7 level, as stated in
#19. You also said Mr. Silverstein could construct a
• y ..� 1 _ _.� _ '
` �
John stien
September 8, 1988
Page 2
whatever he wishes, with the portion of his property above
that elevation. •
Regarding the east end of the contour, we understand that the
riprap shall extend to connect behind the retaining wall. We
agreed to work with the City regarding the removal of the
three trees and debris. My understanding is that you are
primarily concerned about removing the•trees so they don't
fall and pull the bank dowr.. Jo*in Flora to�d me he will cu±
the trees but will not remove them or the debris. My
understanding is you will approve the work even if the City
leaves the debris, as long as the trees are gone.
As I mentioned at the meeting, I appreciate your coming out
to meet with Mr. Silverstein, the contractor and me. I
believe the meeting accomplished a lot more than the series
of phone calls that we had been engaged in during the week,
and I think we reached an understanding as to what is
necessary to complete the project.
If you disagree with any of the statements outlined above I
would appreciate your giving me a call or writing me as soon
as possible.
Sincerely,
�� ����U��---_ ' .
John C. Goodnow
JCG:ab
cc: Richard and Idebelle Silv�rstein
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DEPARTMENT � of Natural ReBOUrces . fATE OF MINNESOTA
METRO RFGION WATERS Office Memorandum
DATE � AuguSt 26 � 1988 /
/
To : permit File ��86-6311 and 4689-6056 ��
Anoka County Highway 411 Bridge Replacement/Silverstein
FROM � John L. Stine
Area Hydrologis
PHONE : 296-7523
suB.IECT � FIELD INSPECTIONS
I made a field inspection of the East River Road bridge replacement
project and the Silverstein shore reclamation aad stabilization
project on August 24, 1988 at 2:00 p.m.. At that time, I observed
that Mr. Silverstein had regraded the shoreline area in preparation
for placement of riprap (apparently), and had 2 sets of stakes in
place - 1 in the creek and 1 on the shore. It appears that the
stakes were placed at the limit of the toe of the riprap and the top
of the riprap or the shoreline at 811. Based on that staking and
the alignment of the county bridge, it appeared that the stakes
have been set appropriately.
I also noted that the bridge abutments are near completion.
Additional sheet piling was being driven on the north bank of the
creek and that project appears to be proceeding according to plans.
I did not talk
the meeting due
them soon.
L212:1kr
to Mr. Silverstein or„ the�countq representative at
to lack of t�fi�E.; "however, I will communicate with
� �,
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TO:
FROM:
DATE:
Engineering
Sewer
Waler
Parks
Sireels
Maintenance
MEMORANDUM
LOCKE LAKE FILE
John G. Flora, Public Works Director
May 1, 1990
BIIHJECT: Field Notes - April 30, 1990
//����/P / � V
6.1�/�� �����.
PW90-179
Richard Silverstein is backfilling on his property and installing
a sprinkler system but has not accomplished the filling of the
voids around the riprap with smaller aggregate nor completed the
connection of his riprap and geofabric to tie into the wing wall
of the Locke Lake Dam.
Today, this was observed.
JGF/ts
�
•
�' I� �, a 1
MEMORANDUM
_ Municipal Center
_ 6431 University Avenue N.E.
Fridley, MN 55432 �
CjNOF 1 (612) 571-3450
FRIDLEY
� ��
;� d�
� �. ,
Office of the City Manager
William W. Burns
TO: John G. Flora, Public Works Directo�
FROM: William W. Burns, City Manager�' �
DATE: July 30, 1991 `1 /
SIIBJECT: Silverstein Property
John:
Dick Silverstein called me again regarding our trespassing on his
property. It seems he will be satisfied if we give him a call or
knock on his door before setting foot on his property. That seems
like a reasonable request, and I would ask that you do that. In
the event that Mr. Silverstein cannot be reached and there is an
urgent need to get on his property, I suggest that you go ahead and
go on his property.
Thank you.
wwB:rsc
cc: Mark Winson, Assistant Public Works Director
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SUBJECT P •
c�ty of Fridley 2�. i o 6
AT THE TOP OF THE TWINS g U I L D I N G P E R M I T
r
� ` RECEIPT NO
� i y___.. COMMUNITY DEVELOPMENT DIV.
r � � PROTECTIVE INSPECTION SEC. �� D D y
i . �
� i /'�'1 � CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE Of APPROVEO BY
�""� � �'' 612-571-3450 910-F15 10/8/91 / /
J08 ADDRESS 6675 East River Road NE
t LEGAL LOT N0. BLOCK TRACT OR ADDITION 'SEE ATTACHED
DESCR. �.8 1 ECIc�eW3t@Y-. C�iP.I1S SHEET
2 PROPERTY OWNER MAIL ADDRESS ' 21P PHOf�E
Richard Silyerstein 6675 Ea,st Riyer Roac�,NE�• 57�-2350
3 CONTRAQTOR MAIL ADDRESS ; Z�P �HONE UCENSE NO.
American Re�deling 3700 Annapolis Lane, '��,ymouth,���MN 55447 ,�`553-0020
4 ARCHITECT OR DESIGNER MAIL ADDRESS *� ZIP �:� PHONE UCENSE NO.
`� k
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5 ENGINEER MAII ADDRESS ?, '�, ZIP ,�,r^:''v PNONE UCENSE NO.
� �,.
8 USE OP BUILDING �!�' ��
Residential
7 CLASS OF WORK {� ��,� �•'
O NEl�tf, � ADDITIO� ''Q.. ALTERA�ION � F}#�PAIR MOVE O MOVE
`"� '�, !�`,
�
8 D�SCRIBE WOH� �' 'y� �;�; �� �.� � :� .,���
ecover ascia `�`� ,� � � 4, �
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9 CHANGE OF USE FROM �� TO � - _ �� ; �,,�1z � � � ;s
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STIPULATIONS �`� � �� � ��, � �`��
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TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD
SEPAHATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBIN(i, HEATING,
VENTILATING OR AIR CONDITIONING. "
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT.
AUTHORIZED �S NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING
I MEREBY CERTIFV THAT I HAVE READ AND EXAMINED THIS APPLICATION �- STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WOHK WILL BE COMPLIEO Z.00
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $4�000 $
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pEpMIT FEE SAC CHARGE
PROVISIONS OF ANY OTHER STATE OH LOCAL LAW REGULATING CON-
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. $63. OO Fire SC yi4.00
PLAN CHECK FEE L FEE
.��
SIGNATUREOFCONiRACTORORAUTHORI2EDAGENT IDATEI WHEN OPERL V� T D S VOUR ERMIT
. � s
SiGNATURE OF OWNER iiF OWNER BUILOEF� �DATE� '—— SP �jpTE
��
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�1I�TIIt [ ] Buildil'�q Piezmlt App:
,
,
Co�cti� Addr�.s. �
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Iega1 Description:
•.t��_ . �� -
Contract�'�y, ����
Aaar�: �'' �'�-�='
: ���c�/ ��
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Attach to this applicatian, a Dertificate of S�tvey of the
lvt, with the praposed oonstnictio� drawn o� it to scale.
�3tIPTI�T �' II�lPIiOIVII�T1'
LI�iII� AZtF�1: I�x�til Width I�e.ight Sq. F't.
Gp,RAGE �: I�rr,�th Width Heic�t sq. Ft.
D�CR AR�,: Length Width Hgt/c�auxi Sq. Ft.
�•
Corner Iat [] Inside [] Ft Yd Setback Side Yazd cks
Zj�pe of C�.io�: �� l �� ^�� C� �' � Fstimated Dost: $ �C�
Approx. Cte�g�letiam Date:
Prro��osed Driveway Width If New Opening Is Desired: Ft. $ S
`� f + 6' See Back Pa�e
n�: � - f � � n� . � -u � Z, �. � ��� ����
crrY � a�at �
m�,,,; t Fee $ � � / f�
Fire �arge $ . ��'�'
state sumhatige $ ��! � ���
SAC Q�azge $
Driveway E�scrow $
Park Fee $
sewer Main a�arge S
a
� r $ �� ����e�
sri�sorrs:
Fee S�edule an Rever-.�e Side
.001 x Permit Valuatiaa� (1/lOth �)
$.50/$1,000 Valuatioal
$650 per SAC Unit
Alt. nAn OY'Alt. nBn AbOV2
Fee Dete�ned by II�gine�'ix�g
Agreenerrt N�saxy [ ] Not Necessazy [ ]
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C��iYOF
FRlDLEY
FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 •(612) 571-3450 • FAX (612) 571-1287
February 25, 1992
Richard Silverstein
6675 East River Road N.E.
Fridley, MN 55432
Subject: Floodplain Determination
Dear Mr. Silverstein:
After our conversation on Friday, February 21, 1992, I again
reviewed the location of your lot at the intersection of Rice Creek
Way and East River Road. Your single family dwelling unit is
located in Zone B of the floodplain, which indicates the occurrence
of a 500 year storm. I have enclosed for you a copy of a portion
of the Flood Insurance Rate Map with the approximate location of
your dwelling, as well as a 400" scale copy of the County half
section for your information. The map number is 270013 0003B,
dated March 2, 1981.
If you have any further questions regarding this matter, please
contact me at 572-3593.
Sincerely,
Michele McPherson, BLA
Planning Assistant
MM/dn
C-92-67
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NOIl�"�l�Rl3A ?ll�/ NOI1Sf19W0� aNb� a01�3NN0� 1N3A 1N3A NOWWO�
sue�eti � P�RMIT NO.��_,
c;ty of Fridle� � 32797
AT TME TOP OF TNE T1M�NS � u I L D I N� P E R M I T /
i ` R _;
� ; L__ COMMUNITY QEVELOPNIENT DIV. _ s_��
r � � PROTECTIVE INSPECTION SEC. �.�j��
Li = .
__-_ w �����,'� CITY HALL FRIOLE� SS�32 NUMBBR pEV DATE PAGE Oi APPROVED BY
i J` 612-571-3450 9/0-F15 7/17/02 / /
J08 ADDRESS 6675 East River Road NE •
1 LEGAL ��T NO. BLOCK TRACT OR ADDITION SEE ATTACMED
DESCR. I8 1 Edgewater Gardens SMEET
2 PROPERTY OWNER MAIL ADpR�S$ Z�P PMONE
Isebelle Silverstein, 6675 East River Rd, Fridley, MN 55432 763-574-7358
3 CONTRACTOR MAILAODRESS ZIP PIiONE LICENSENO
Custom Remodelers, 474 Apo110 Dr, Lino Lakes, MN 55014 651-784-2646 1748
4 AFiCHITECT OR OESIGNER MAIL ADORESS ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS 21P PHONE LICENSE NO
8 USE OF BUILDING
Residen�.ial
7 CLASS OF WORK
C� NEW O ApDITION � ALTERATIQN ❑ REPAIR O MOVE O REMOVE
8 DESCRIBE WORK
New windows
9 CHANf3E OF USE FROM TO
STIPULATIONS
Provide smoke detectors in all sleeping rooms and on all levels of the
dwelling per Section 310.9.1.2 of the 1997 Uniform Building Code.
Caulking and flashing for all exterior openings.
" TYPEdFCONST. OCCUPANCYGROUP OCCUPANCVLOAD
SEPARATE PEfiMITS ARE REOUIREO FOR ELECTRICAL. PLUMBING. MEATING,
VENTILATING OR AIR CONDITIONING
TNIS PERMIT BECOMES NULL AND VOID IF WORK qR COI�STRUCT�0�1 ZONING SQ. FT CU FT.
AUTHORI2ED IS NOT COMMENCED V�1ITHIN 80 OAYS. OR IF CON$TRUCTION Y
OR WORK IS SUSPENDED OR ABANQONQO FOR A PER100 OF 12Q OAY$ AT `
ANY TIME AF7ER WOqK IS COMMENCED. " NO DWIG. UNITS OFfSTREET PARKING
I MEREBY CERTIFY THAT I HAVE REAO ANO EXAMIN�D THIS APPLICA710N STALIS GARAGES
AND KNOW TME SAME TO 8E TRUE AND COfiRECT. ALL PROVISIONS OF LAW$ VALUATION SUIiTA%
AND OROINANCES GOVERNING TMIS TYPE OF WORK WILI, B� CpMPl�EO
WITM WHETHER SPECIFIED MEREIN Oii NOT. TME GRANTING OF A pERM1T � 1, 491 . OO �,]5
OOES NOT PRESUME TO GIVE AUTMORITY TO VIOLATE OF CANCEL THE pERMIT FEE SAC CMARGE
PROVISIONS OF ANY OTMER STATE OR LOCAL LAW REGUlA71NG CON-
STqUCTION OR 7HE PERFORMANCE OF CONSTRUCTION �S�F.00 Fire SC �I.�F9
P�AN CNECK FEE TpTAL FE
, Licens .00 $6i 4
S�GNATUAEOFCON'FACtOpOAOUTMOA�IEOOGENT �DATE� MEN pOPE LIDATED T S IS VpUR PEFlMIT
— �-/%-a
S�GN4TUAEO�OWNEp��FOWNEpBU1L0Eiii Id1iQl ' � eL �NS� - f�6TE
G '""' F
NEV1l [ J CITY OF FRIDLEY Effective 1/1/2002
ADDN [ J 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp
ALTER (] SINGLE FAMILY AND DUPLEXES R-1 AND R-2
BUILDING PERMIT APPLICATION
Construction Address � � �J � �)�2� IT-Ov
Legal Description:
Owner Name & Address: °� � � 6% " �I. # � �0�� � �% � `���
Contractor. � MN LICENSE #
Address: � Tel. #�0 5 l"' 7g � V ��
a 1 '�F
Attach to this application, a Certific�te of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
LNING AREA: Length Width Height �Sq. Ft
GARAGE AREA:
DECK AREA:
OTHER:
Length Width Height Sq. F�
Length Width Hgt/Ground Sq. Ft
e
Construction Type: �t/�.�JVUA�� Estimated Cost: $ ��� �! � 6�
Driveway Curb Cut Width Needed: F+ 6 Ft = Ft x$ _$
uP►Te: � v I � ° oCf APPLI�AFiT: • �el. #� J�c �� ?S � �°"" I �
Call (763) 572-3604 for Permit Fees if mailing in application or Fax to 763-571-1287 if using credit card and we will
call you for card number.
Permit Fee
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Driveway Escrow
Erosion Control
Park Fee
Sewer Main Charge
TOT,4L
$ �y _ r� c�
$_
$
$
$ b. d 0
$
$
$
$
;. � .
CITY USE ONLY -
Fee Schedule on Reverse Side
.OD1 of Permit Valuation (1/10th%)
$.50/$1,000 Valuation
$1200 per SAC Unit
$5.00 (State Licensed Residential Contractors)
Alt. "A" or Alt. "B" Above
$450.00 Conservation Plan Review
Fee Determined by Engineering �
Agreement Necessary [ ] Not Necessar�r [ ]
STIPULATIONS:
, _, �
�
BUII.,DING PERMIT FEE SCHEDULE
The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any
addition to any e�cisting building or structure, or for any alteration or repair to any existing building or structure,
upon application therefore, require the payment by the applicant for such permit of fees to the amount herein
below set forth and in the manner herein provided to-wit:
TOTAL VALUE
$1 to $500
$501 to $2,OQ0
$2,001 to $25,000
$25,001 to $50,000
$50,001 to $100,000
$100,001 to $500,000
- $-540;�1 to �1,O�,QO�J
$1,000,001 and up
FEES
�23.50
$23.50 for first $500 plus $3.05 for each additi�nal $100 or
----�ction thereof, to and including �2�0
�69.25 for first $2,000 plus $14.00 for each additional $1,�0
or fraction thereof, to and including $25,000
$391.25 for first $25,000 plus $10.10 for each additional $1,000
or fraction thereof, to and including $50,000
$643.75 for first $50,000 plus $7.00 for each additional
$1,000 or fraction thereof, to and including $100,000
$993.75 for first $100,000 plus $5.60 for each additional
$1,000 or fraction thereof, to and including $500,000
�3,?��:7� €or the %st $SOQ,-�4-g�u�-�r75:for each a�.dixional --
$1,000 or fraction thereof, to and including $1,000,000
$5,608.75 for the first $1,000,000 plus $3.15 for each additional
$1,000 or fraction thereof
DRIVEWAY DEPRESSION ESCROW
(Concrete Curb Streets Only)
�
Altemate "A" : Removal and replacement of curb and gutter only - Driveway width plus 6 fe�t times $15.50.
Alternate "B": Removal and replacement of curb and gutter and install a 3 foot wide
approach with 6 inch depth - Driveway width plus 6 feet times $23.25.
VERIFICATION OF FOUNDATION
Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper
review of the proposed structure and of the construction site.
A Certificate of Survey of the lot, showing the location of the foundation once it has it has been constructed will
be required before proceeding with the framing. New Houses Onlv
f � y
sue.,ec� PE . - �
City of Fridley 33531
AT THE TOP OF TME TWINS g U I L D I N G P E R M I T
r
; � FIECEIPT NO.
� ; y����� COMMUNITY DEVELOPMENT OIV. ��- e
r � � PROTECTIVE INSPECTION SEC. L�
i-_--� ��"'�'� CITY HALL FRIDLE� SS432 NuMBER pEV O�TE P�GE Or �PnaOVED Br
1 763-571-3450 910-F15 5/20/03 / /
J08 ADDRESS 6675 East River Road NE
t IEGAL LOT NO, BLOCK TRACT OR ADDITION SEE ATTACHED
oesca. 18 1 Edgewater Gardens SFIEET
2 PiiOPERTY OWNER MAIL ADORESS ZIP PMONE
I. SiZverstein 6675 East River Road NE
3 CONTiiACTOR MAIL ADORESS ZIP PHONE LICENSE NO
Richard Hasti�gs Contractor 6331 Riverview Ter NE, Fridley, MN 55432 4051
d ARCFIITECT OR OESIGNER MAIL AOORESS ZIP PHONE LICENSE NO.
574-9966
5 ENGINEER MAIL ADDRESS ZIP PMONE LICENSE NO
8 USE OF BUILDING
Residential
7 CLASS OF WOFiK
O NEW O AODITION 0 ALTERATION �7 REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Reroof House (23 Sq) Tear—off
9 CHAN(3E OF USE FROM TO
STIPULATIONS
Ur.der�ayment must comply with the State Building Code.
TYPEOFCONST. OCCUPANCVGROUP OCCUPANCVLOAO
SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTI�ATING OR AIR CONDITIONING
THIS PERMIT BECOMES NULL ANO VOID IF WORK OF CONSTRUCTION 20NING S�. FT CU FT
AUTHOR12ED IS NOT COMMENCED WITMIN 80 DAYS. Op IF CONSTRUCTION
OF WORK IS SUSPENDED OR ABANOONED FOR A PERI00 OF 120 DAYS AT •
ANY TIME AFTER WORK IS COMMENCED. NO DWIG. UNITS OFFSTREET PAqKING
I HEFiEBY CERTIfV TNAT I MAVE READ AND EXAMINED THIS APPLICATION 1 STAI,LS GARAGES
AND KNOW TME SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VAIUATION SURTAX
AND ORDINANCES GOVERNING TMIS TVPE OF WOFK WILL BE COMPLIED
WITM WHETHER SPECIFIED HEREIN OR NOT. TME GRANTING OF A PERMIT �2 s 663 �1 .33
DOES NOT PRESUME TO GIVE AUTHOii17Y TO VIOLATE OR CANCEL TME pEqMIT FEE SAC CNARGE
PROVISIONS Of ANY OTHEFi STATE Oii LOGAI LAW REGUTATING CON- @83.25 Fire SC y�2.66
STqUCTION OR TME PERFOfiMANCE OF CONSTRUC710N •P
� PLAN CMECK FEE TOTA� FEE
� 2es p . ic ase SC $5.00 $92.24
S�GNATUpEOFCON'FACTOAOAiUTM iZEDaGENr �0� Er WHEN PqOPEiiL`I VALIDATEP THIS IS VQ F P MI
��
S�GNOTUAE O� OWNEp��F pWNEpBU40EAi �D�TE� LOG �NS� q ft
c -
NEW [ ]
ADDN [ ]
ALTER [ ]
CITY OF FRIDLEY Effective 1/1/2003
6431 University Ave NE, Fridiey, MN 55432 (763) 572-3604 Bldg Insp
SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax
BUILDWG PERMIT APPUCATION
Construction Address: 6� �.S � v` � U�l� 1C17.
Legai Description:
Owner Name & Address: �� Sl<< v� !ZS`�� i N Tel. #
Contractor: ��C ��-RD i�� 5'�' � K 6�' MN LICENSE # �t? S(
-v
Address: C� 3 3 I �. i U� rZ u���-•� °T'iy �Z Tel. # S% y—�1 ���G
LIVING AREA:
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
�DESCRIPTION OF IMPROVEMENT
Length Width Height Sq. Ft.
GARAGE AREA: Length
Width Height Sq. Ft.
DECK AREA: Length �dth Hgt/Ground Sq. Ft.
OTHER: �—� .�
Construction Type:���� e�� ����v•a � Estimated Cost: $
���
Driveway Curb Cut Width Needed: Ft. + 8 Ft = Ft x$ _$
DATE: a- � APPLICANT: , ° Tel. # S� � � � �l ��
Call (763) 572-3604 for Pertnit Fees if mailing in application. Fax to 763�571-1287 if using credit card and we will
call you for card number.
Permit Fee
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Curb Cut Escrow
Erosion Control
Park Fee
Sewer Main Charge
$ �,�5
$ .
� - 3
$
$ ���a
$
$
$
$
CITY USE ONLY -
Fee Schedule on Reverse Side
.001 of Permit Valua�ion (1/10th%).
$.50/$1,000 Valuation
$1275 per SAC Unit
$5.00 (State Licensed Residential Contractors)
Alt. "A" or Alt. "B" Above
$450.00 Conservation Plan Review
Fee Determined by Engineering
Agreement Necessary [ ] Not Necessary [ ]
TOTAL $ �• ��' sTIPULATtONS�
BUII.,DING PERMIT FEE SCHEDULE
The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any
addition to any existing building or structure, or for any altera.tion or repair to any existing building or structure,
upon application therefore, require the payment by the applicant for such permit of fees to the amount herein
below set forth and in the manner herein provided to-wit:
TOTAL VALUE
$1 to $500
$501 to $2,(�0
$2,001 to $25,000
$25,001 to $50,000
$50,(�l to $1(�,000
$100,001 to $500,000
$500,001 to $1,000,000
FEES
$23.50
$23.50 for first $500 plus $3.05 for each additional $100 or
fraction thereof, to and including $2,000
$69.25 for first $2,000 plus $14.00 for each additional $1,OQ0
or fraction thereof, to and including $25,000
$391.25 for first $25,000 plus $10.10 for each additional $1,000
or fraction thereof, to and including $50,000
$643.75 for first $50,000 plus $7.00 for each additional
$1,000 or fraction thereof, to and including $100,000
$993.75 for first $1Q0,000 plus $5.60 for each additional
$1,000 or fraction thereof, to and including $500,000
$3,233.75 for the first $500,000 plus $4.75 for each addition�l
$1,000 or fraction thereof, to and including $1,000,000
$1,000,001 and up $5,608.75 for the first $1,000,000 plus $3.15 for each additional
$1,000 or fraction thereof
cux� cu�r EscROw
(Concrete Curb Str�ts Only)
Removal and replacement of curb and gutter only - driveway width plus 6 feet times $17.00.
Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper
review of the proposed structure and of the construction site.
VERIFICATION OF FOUNDATION
A Certificate of Survey of the lot, showing the location of the e�sting foundaxion will be required before
proceeding with the framing. New Houses Onlv
Building
Inspections
763-572-36U4
763-50�-4977 FAX
SITF. Afll]RFwy$ �(
TIIiS ,�Wl�L1CANT IS:
From: 952 831 5225 Page: 2/2 Date: 6/12/2009 2:15:17 PM
�U���NG
I7.E�IDENTTAL APPLICATIQN i
CITY OF FRIULEY
YOIIR �MAIL Ap13Rk�Sk
�,OWN�R OCUN77tAC'1'OR
Permit Na.:�
�eceived By:
n�� a�:�
�R11'v OwN�[t/ wu+�L:. %1 cw � d 5'�.r E�
TENANT hnn[��s:�� 7 5 E. �'i zr+�r 12d Ct7v �iC� ���W 57'A'1'1�NI 'LIP���.
p�rozv�.14. 3 — �'a 74— 7�,�
CONTRAGTOR
SIJi3MIT A CQPY Cl�
YUiJR S'I'A'1"� LIC�NSB
ANU C�:R7INICA7'�, Of�
iNSUxnNC�
PROPERTY TYPE
PERMIT
�rvrE aF
ti1'A7'F: I.1CY:NSH
�1Ntil.f: FAMfI.YlNF.LV CQNS?RUCTION
O TWn FAMILYlNEW GOIISTRUCITON
❑ nnprnor� o cn�nc
❑ �nseMCN'1' 1'INlSH ❑ xaor
O !)HCK Q SII)1Nfi
❑ NCW IIOMC CONSTR.UCTION
�p�A1N'I�NANC�JR�'P/UR
H:XP 1)A'!'�
� CffY
1�i�1 �5L a nx
s •v.F �. �
STORIES
JSIICD O �IHI�WS
❑ bRA1N 17LC
�'(YI'HF:It
NG P�L
❑ ADDTfION
O lt�MOUL�LING
D�SClWL� WORKBLiNG DONG:�_� ,� ty �y�p-t.. �.4h kw�rti.e-Q� ?a./
.�'17.F. �F IMPR()VfiMF.NT t r.A1rvr�.r nnr�•n�
ROOTING
Nunat�� ct[j �t�ua�
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PRf)PQ$F.D ST7.F.•
PItOPOSID IIL+iClff.
❑ IIOUS� ONLY
O HUUS� & (iARA(it
O A'rrnCHFt) C}ARA(3E
O AEfACI�1EC1 C3ARAGfi
�Do-�rz �,, �h�.
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t�as��nrr �onc�.ndc s��sM�T•
1. Fxisting Cluur PI•an
2. Prn�m.aed fleor plun
3. r.i,a of �uanQal mcmbais W be usr,�l
v�mnc; r�K tv�w GUNSTRUCTlON INGr.UDn�G nF'GtcS,
O Vmyl pS� AUI)fl1UNS, & Pt7kC1IIS SUDMIT
p AtuminUm O Trlm 1 Si[c PlanlSurvcy shuwing Ihn rxisling structurrs
a Olher O Taascia ��d proposcd [u�i�mc
2. Two sets of coestructiqn plai�a
WINDCIWR 3. innr�y C�Iqilotions
1N FiX[S'(1Nti pRF;NINtiti OYaa �Ne 1.f�ATll)N ()F WINI]QWS
o� roR r�cw or�vcs.nrsc�mc srz� or
OFGNINC C1IANGG.S &
7YPF (lF WIN!]UW'tT) �lf: iN5TA1d.F{D NUMAF.R QF WI1d1�W$
ALL NL+'E$ ARE SASED ON VALUATIOIY INCLUDING THE COST OF LASOR A1VD "A s�•u�nr ,. � c.
a� ao� vA
F�cmit F�e
Plan Revlew
1�`ire Surcharge
Surcharge
Licensa Surcharge
SAC Char�e
Cucb Cut l;scrow
L'rasion CantroI
Parl; �ee
Sawer Main C.har�e
�
{�IJSI]�1iG THE 1997 IJ.B.0 FEE SCAEDULE�
�:� .� � Scx Back ?ugc fnr Fcc 5ahcdulc
_ $ � �i,��_ 63%OtBuilding Petmit Fe�
$ , �Z� .001 �imes che to�al job vsluotion
� a S�_ .Q005 x Permit Valuation Minimum �.50
� $5.00 {5tat� Licensed Rasidential Coutractors)
� $2000 por SA� Unit (Ylens w MWC:C for detarmb�ation)
$ �+br�- �ix$zi-�
� �450 Gonservation Plan Review �
$ - - ----- ree Dot�,mined by �ngiaeering
� Agreement necessary ( } Non Neces,sary ( )
$ � Makr chec:ks AaY�ble too C.ity of Fridl�y wnac6
�cs rs nta nrrucn�toN Forc n rEt�r�•�vcrr vn�,rn urvT��. rRnrrSSF�
1 fiereby apply far a building p�rmit and T a�knowledge that t3�p jnformt►tion abqve is complete and accuratc; lhat �h� work wIll be in
conformance wlth the ordlnancas �uud codas of the City of rrldley and wYth the lvlinnesot� Coustruction Cc►des; that I undcrsffind this is noi a
permil bul only an gppliafltion for fl parmil cind work iy nnl tu �trari without a permil on site; th�t the work will be in accprdancc with thc
approved plan in the c�e of 1 work which r quir+es revlew and approval af plans.
til(iNA'IlJR1: UF APPI.[(:ANT �%y�,� .� PR1NT NAMF � p, V i� �� � vA7 L• � %� Q.
PLEASE NOTE: SEPARATE PERMITS ARE REQUiRED FOR
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