7.3 SR 08-21-2023Request for Action
To Item Number
Ma�Tor and CinT Council 7.3
Agenda Section Meeting Date Prepared by
Public Hearin s Au st 21, 2023 Zack Carlton, Communi r Develo ment DirectoY
Item Description Reviewed by
Simple Plat: Jackson Street Apartments Cal Portner, Cit�T Administrator
Reviewed by
Action Requested
Adopt, b�T motion, a resolution approving the final plat of Jackson
Street Apartments �vith the following conditions:
1. Right-of-�uayr shall be dedicated foY 6`�' Steet NW, consistent �uith
the existing easement document.
2. The plat shall be updated to conve�T all standard perimeter drainage
and utilityT easements.
3. All site plans must be updated to remove encroachments into the
required right-of-wayT dedication.
4. The plat will not be released for recording until all conditions for
case file CU 22-17, the PUD review for the Jackson Street
Apartments, have been satisfied.
k
_�,l
.�
\ #
— x
r
s�
Hwy io •
J
CR 33
„���
CR 12
Background/Discussion
The applicant Yequests a simple plat seeking to split one existing lot
into three buildable lots in support of their planned apartment project.
The apartrnent project was reviewed last year, and the CityT Council
approved the Conditional Use Permit (CU 22-17) to create the Planned
Unit Development (PUD) on October 17, 2022. The plans sho`v three
44-unit apartment buildings with the associated parking and stormwater
ponds.
�P
ykj
�O
%
6y
Figure I
The plat is consistent with the previous approvals, but staff has
Yecommended dedicating the right-of-way foY the noYth half of 6`i' Street NW, which is the access to the Boys
and Girls Club. There is an e�sting 60-foot easement for utilityT and roadwayT purposes in this area, but the plat
should dedicate the right-of-wa�r. With the Yecommended right-of-way dedication, the applicant will need to
update the site plan for the PUD to remove the parking area from the dedicated propertyT. This `vill likelyT result
in a zero-foot setback for the parking area, �vhich �vill be reflected in the PUD agreement.
The Elk River Vision
A 2a�elcolning co�nlnunity 2a�ith T evolutiona� y and spizzted T esou� cefulness, exceptional
se�vice, and coln�nunity engagelnent that encou�ages and ins�iz•es pTo�pe�zty.
�
rowEREo ar
�I'1 ����
Up�iited.• August 2020
Applicable Regulations
Cit�r ordinance section 30-375 outlines the required findings for approval of a Plat.
The pa oposed sul�division is consistent �a�ith the �oning z egulations (a��icle VI of this chapte�� and confo�7ns in all re�pects 2a�ith
all z eguia e�nents of tbis Code, including the �oning z egulations and tbis a��icle.
The proposed subdivision is consistent with the approved PUD project and `vill be developed in
accoYdance with those standaYds. Lot size and dimensions meet the oYdinance requirements.
2. The pzoposed subdivision is consistent �a�ith all applical�le geneTal and speciali�ed city, county, and regional plans, including
l�ut not lilnited to, the city's co�nprehensive developinentplan.
The subdivision is consistent with all applicable plans.
3. The pbysical characte�zstics of the site, including I�ut not li�nited to topog7aphy, soils, vegetation, susceptil�ility to eTosion and
siltation, susceptil�ility to fZooding and d�ainage are suital�le foT� the type and density of develop�nent and uses conte�nplate�
The soils pYesent on the site pose a significant challenge to development The developeY has worked with a
geo technical company to evaluate the suitabilityT for development, and they have prepared a mitigation
plan for the site. r1nyT future development of the site will need to complyT with all requirements of the
mitigation plan, state and local building codes, and the requirements outlined in the PUD approval for CU
22-17.
Provided the project is developed, inspected, and approved in accordance with plans prepared byT a
licensed professional, the ph�Tsical characteristics of the site are suitable for the type and densit�r of
development and uses contemplated.
4. The p� oposed sul�division �nakes adeguate provision for �a�ateT� supply, sto��n drainage, se�a�age t7an��o��ation, erosion contTol
and all othe��se�vice�; facilities and i�nprovelnents otheT�a�ise �eguired in this a�fiicle.
The subdivision includes infrastructure to meet cityT requirements. Storm`vater, de`vatering from
construction, and possible ongoing wateY mitigation measuYes will not be peYmitted to dischaYge into the
cityT's storm water infrastructure beyond what is currently permitted under the ordinance.
The buildings will connect to cityT services and will not negativel�T impact public services or facilities.
5. The proposed sul�division �a�ill not cause sul�stantial enviT onlnental �iilnage.
Although trees mayT be removed, the subdivision `vill not cause substantial environmental damage. The site
has gone through a wetland review and there are no `vetlands present on the site.
6. Tbe pzoposed sul�division ���ill not confZict 2a�itb easelnents of Teco�� oT• �a�ith ease�nents estal�lished by judg�nent of a cou�7�
The proposed subdivision will not conflict `vith easements of record or with easements established byT
judgment of a court.
7. The proposed sul�division 2a�ill not bave an undue and adve�se ilnpact on tbe yeasonal�le develop�nent of neighl�o�zng land.
The surrounding properties are developed, the proposed subdivision will not impact reasonable
development of neighboring land.
8. The proposed sul�division is notpTe�natuye. A sul�division is prelnatuTe if any of the follo�a�ing exists:
a. Lack of adeguate stor7n2a�ater� drainage.
1�. Lack of adeguate T oa�s.
c. Lack of adeguate sanitaT y se2a�eT• systelns.
� Lack of adeguate off-site pul�lic i�np� ovelnents o�• suppo�7 systelns.
The subdivision is not premature as the above conditions have been provided for.
Financial Impact
None
Mission/Policy/Goal
■ Opportunit�T to live, work, and p1ayT
■ Support the gro`vth and development of the residential communityT
Attachments
■ Location Map
■ Final Plat
■ Resolution
■ Site Plans
,.
�
�� , �: �� .
���-----��. 1
, _ - - � , `'�.''�: 'r" � •'
- � n ` '•7,.r . r. . �.• . �
.._i , f •' .j
l �-z,�__..� �
" � '�'- .
�.} , - � �.
��
� , .
�
� .� w �, � ,
'��� y ��
:. .:,� ,` 1
,}�
�',=
� ' �� �
� � ~'� ~ �
` . =�
�
�.
� "��
2 r
1
� �
�
, _..
���' •
.•� .�
I�.,�� �'r� -.��
�� �'1 � � J
.•4 � ..
• .r - . " � �r
�` • � s
!
't �_
� " ?�
��
r
I,
�;,,
��
�
�,_1
�.
� � �
. a� a.. ^ �� , �`w �� � M;- � �.
3,. ' ;C��- �,�' ' -�4 '
` 8ih.�ticret Nurtliwest � ' " "
'-'ik_ . . ?.
�O1 /. +_ � T
,
?l � � ~ ��`_ � `�.� � �
� . �- :;.w� .,. ���.�.;.:-
'! . ,I :/ �• J. i1�
a � ��;,. . �, � . � � ` .
. -.+- �+ .
,o i `` '.. `__`��-.• • �►.�.
, Y ' " - ;" .: �` • , ,i+� r ` ` �
/
�Z` ��
�.��� � �
, �'�t.
1<, �.tl `�
��;��.,
...d+ ��"!
_� j.���.�
�-� • �
�nf �
'~ ` �"�� � -,.
.. _Y� �l�, . �
1 �.
�,�F�tl�i`Stic�r�[ Nc�r�
�'. . '� �
� . .� �� � , .;..,�� . . -
,'r •M•.�.1�� _�..:Y_
, �' � ';c',_
� � ;;i;• � .
� � �,�;:' , . ,
.� i' � [� , •
.
,��� � '� ,
. . I ; , ,.
�
�, � . ,, -.,�`
� �� �.�
'.� i�.��•� ,-�r[ �
�. � } 1
�
i � ��
U �'� a� ' i�
� ::�. , ,,. .,.��,, _ � - ���.�. �' ��
� r j� .., �! . -
._,. '
,r" (tli'SUe'f�t Nurthwest' `-�
�' ` � ����
I., � �-r` _ •
� �; 'l � �'� � � � .
Y .
�.: � ` ,,.s � �y. t'"-� ' � �.� :ti.
�� ,� '�C71._��',_ ,'�d��' -�' •� • •��'l
./th tit�et�t'N i�thwt�st __ ' ��y .^"1�"t "'°E'�; � ,= � ..
' . t.o i �` I - ! � ,�►`;: ' � � ,
�- �' - �' '.. T�'�4� y� �� � � ' � -� T . . � .
� �' b � �: �" ' ,,�_ , .
T�� �► � � � � ,� �
, � � . �� r �� � -r ' . _"
�� �, ° `-- �
:'�. � � • � _ ,�, , _� � � : _ �y �� ,:��- ���' . .
`` t i . :•.r � - - . _.� -: �[ - ` . ,.� '' '.�
C,th1�treet,Nc�rlltiwetit �
- f� � . vi ,�` - _ ��,�yF���
� .� + r y . � _ ?�'
� ` � � �� �� � r�3�� • -• r � � .� �� ���:• -
) � � ; , Ir ��'�.���.�
�ra.+' ''�`� ` ' � ° e,� .' y�
�� � '� .! ���, : � � . � ''�` ' ` . 7�y _
�� �� � • � ����' T
• ,.t' J rJ�Mf N � . . . a . `� r s �� � + �. t
i[Ji �
Nci� thwest - , — = ' � ' ��
— _`�.. •F. .}�,.•" � -� � � .r .
-'M
. "� i ♦ f � � . - �i._ , r rn� � �
- - �, � • Qa � ,�� � � � ,�— .i� �� ti
i� :i�� � w�`�� � . . • ; _ .. y�• � � �) �l%.�tff'F'j'fV()(irf
r ���!� • . .� . .� � �"3 ... .
%� p � � P � . _
.� t )'!� �" ' � ^ ��'1�►1'� � � .� 'l " : ^+� ,f , ,
� .��� • �}� `i� � A �U, ;���.r-,' ! �.
�`��"�' � • � :�'� � - � . = , �` -3. ,'a,� � - • �-
; �`� � � ;J �t�� ; �-� � ��� , ia,�,�.�-.. �'' t �_ f
�`� '-��'(irf . ..,. 71Y1■ � •: '� ':���%+� F,� �_, � S .z i �� . l` r�,�� � _ �
� • � �
: '�� s�,� r----
x � � ��� T � y�
_������ _ ^� � ,:
. x
Jackson St Apartments - Briggs
Plat
Case No: P 23-06
c�ty �r f
Elk ---,
River
� .I r` i � �, �
�, Go�e�Pv o� �ed „ a,n s,�ee,; ;; dea,�„ea ,� , a o� eurre�„ aad,�o� sne.e�.�e
co ���eso�,. a a i e�e
e�(loo B')ew
Q e em
o-� �
ue oT
«r�ea �ame, y omm a„on
�r�miaa Neme� y omm�a,�on v,
�
0 60
�
(SCALE IN FEET)
SCALE. NCH fi0 t
�ero�a� . , m ���� a, °
i 7_ I i
,�i I ; ' � �; I I I
' � ' I = � � ,�<��� ���.��� ; . I ;. ; .�.�. I - I I I
,� � �
� M \
v �
oM�
��4 �
�, � � I ����J �� �� �� � ,� °`,I
�, ey=,� _ ��,�,,�e ,o�w=a� A� �e � ' T�� �;
��m�, " ,o�;� e��— �� _� _, �
-- N 0'18'12' W 82B 85 �
ooe� '— — � — �' �� - —. — .� _ , f ` — _— _ I� �z�n �a.�� zs>.s� _ ,
�s�-4 zzs.se-- I oa� �a ><s�» „�e A.��e �ry '� � I 33. , s� 3> .a I I o, �o��so��a��e e_� � � 3
��o
0o a I��o
I �� � � � �� �— �
��_ ��" � �' � �� � Po,o�.,.,«��aaa��v
V = I �I i — �
2 I �� �I " ��w�� z��o eeem o�o� a���e �_ �
"F' �� IP � � �,� `�- — � — — —
o�� =o�a 3 �� �m ,,, z�� ��� ,' —I w'� "9��m= �o,e,zw �
,�� �3 0 � "�•� = .�=' �i % am- ... .�.. � �l
— . , � Block 1 , o i ,
� li �i � �i � � � � � � - oa � �
'`--- � f � ' v _ � � � Aoo,r,�
�� _ �
� � 'i , ERM�
. � e.. .�, I n a a �am
o &'.
, �a �z E . ,� s . � . � � — —'�
sa � i �
;� _
, I Is a v
. s—i� � , d-y� = - E
� _� -w -="-- ��� � - _'-_ -
e �'� s � v
�� i
�v , , � ' , IPW�
� :
m3 m
�z3��a
_ ,v� �� , `,�- i
�- �;M"ea - , i
=� � -_ o m, � � ---_-___---___� -- seme� ------------ i . . _> M ' __
� ��� �
�� �oa? � oo� �a „s� i� ; �l _z�>—�=--1---� _ � � ' ; .
�— — — — � — — � �o> 36 — � ' �
� „xs, — � � 359zo — 1 — — _� � _
, —� — — _ — �� M ��
N 0'l8'l2" W 812P5 � -- _ �-�9a I
( onn io3s n e.eeJ � ��nz II 3� F�P 5_ c _-
/� &io <_
..... . . .... , , ., , . , . , : .._._ � � s -
_g
..._ . . �., � . . ._. , ._.. ye � ,
_, � � ^
_ o .
� � �
� �� i
�
� � , � , . „ . �_ .,
VICINITY MAP
snem�m° co��N�M�m �e avv or e�� � 2o a� ia�as ne�e�� ae,���eea , v�� wu. ,�a me�e a�e �a ae 4<<a,es. a�a u,t o-,��e� .es e��e�ea m„
sh,�e.,me ���Y aoa,«ro-e,�,.�
F�
LEGEND
� 09n��
�. omo��„o��d ro9, �,o� mo��r.,.��
� a� Pu,.�o� o o�, ose No`��-`��-�s-�z��
�K �o.�.o�� �a��
CITY OF ELK RIVER
SHERBURNE COUNTY, MN
oze
����i
� M r
��,
PEDERSON & ASSOCIATES, /NC.I
City of
Elk -�-�
RiVer
City of Elk River
City Council
Resolution 23-
A Resolution of the City Council of the City of Elk River Granting Final Plat
Approval for Jackson Street Apartments, Case No. P 23-06
WHEREAS, application has been made foY final plat approval, pursuant to Section 30-391
of the Elk RiveY City Code of OYdinances, of the pYopeYt�r legally described on attached
Exhibit A and hereinafter referred to as "the PropertyT"; and
WHEREAS, the proposed final plat complies with each of the conditions set forth byT the
Cit�r Council in its approval of the plat of the Property.
NOW, THEREFORE, BE IT RESOLVED byT the CityT Council of the CityT of Elk
River, iVlinnesota, as follo`vs:
A. The proposed subdivision is consistent `vith Chapter 30 of the Cit�T Code of
Ordinances and conforms with all its requirements.
B. The proposed subdivision is consistent with all applicable general and
specialized cit�T, count�-, and regional plans including, but not limited to, the
city-'s Comprehensive Plan.
C. The phyrsical chaYacteristics of the site, including, but not limited to,
topographyT, soils, vegetation, susceptibilityT to erosion and siltation,
susceptibilityT to flooding, and drainage are suitable for the type and densityT
of development and uses contemplated.
D. The proposed subdivision makes adequate provision for `vater supply, storm
drainage, sewage transportation, erosion control and all other services,
facilities and improvements other�vise required herein.
E.
F
G
The proposed subdivision will not cause substantial environmental
damage.
The proposed subdivision `vill not conflict `vith easements of record or `vith
easements established byr judgment of a court.
The proposed subdivision will not have an undue or adverse impact on the
reasonable development of neighboring land.
2. Final plat approval is hereby granted for the Property.
PONEREO er
������
The officeYs of the Cityr are heYeby authorized, once the conditions set forth in
Exhibit B are met and complied with, to sign the final plat for the PropertyT and to
issue a certified copy of this Resolution giving final approval of the plat.
4. The owner of the Propertyr is authorized to record the final plat as required by law
and shall file proof of said recording with the CityT. No building permits will be
issued for the Propertyr until the final plat is recoYded.
This final plat approval shall expire two years from the date of this resolution if the
final plat is not YecoYded within that time.
Passed and adopted this 21st day of August 2023.
John J. Dietz, MayoY
ATTEST:
Tina rlllaYd, Cit�r C1eYk
rowEREo er
���V��
EXHIBIT A
LEGAL DESCRIPTION
That part of the following described parcellyTing North of the Westerly extension of the
centerline of 6th Street (foYmerly platted as 8th Street) as dedicated in the plat of BurYell's
Addition, Sherburne CountyT, Minnesota:
That part of the Southwest Quarter of the Northwest Quarter of Section 34, To�unship 33,
Range 26, Sherburne County, Minnesota, described as commencing at the point of
intersection of the centerline of Jackson Avenue (formerl�T kno�vn as State Trunk High�va�T
No. 201 and "Old Highwayr No. 169") with the South line of said South�uest QuaYteY of the
NoYth�uest QuaYteY; thence West along said South line foY 200.00 feet; thence NoYth paYallel
with said centerline of 285. 70 feet to a point to be heYeafteY kno�un as Point "A" foY the
purposes of this description; thence East parallel �uith said South line of the Southwest
Quarter of the Northwest Quarter for 150.00 feet to intersect with the West line of the right
of way of said Jackson Avenue, being a line 50.00 feet, as measured at right angles, West of
and parallel with said centerline, said point of intersection also being the actual point of
beginning of the land to be heYebyr described; thence retuYn west paYallel with said South line
of the Southwest QuaYteY of the Northwest QuaYter for 150.00 feet to said Point "A' ; thence
NoYth parallel with said centerline foY 14.30 feet, moYe oY less, to intersect the North line of
the South 300.00 feet, as measured at right angles of said Southwest QuaYter of the
NoYthwest Quarter; thence West along said North line of the South 300.00 feet for 200.01
feet, more or less, to inteYsect a line 400.00 feet West of, as measured at right angles to said
centerline of Jackson Avenue; thence North paYallel with said centerline for 1039. 77 feet,
more or less, to intersect the North line of said Southwest QuaYter of the Northwest
Quarter; thence East along said North line for 350.03 feet, more or less, to intersect said
West line of the right of way of Jackson Avenue; thence South along said West line of the
right of way for 1056.71 feet, moYe or less, to the point of begitiniug, accoYding to the
United States Government SurveyT thereof and situate in Sherburne CountyT, i��innesota.
rowEREo er
���V��
EXHIBIT B
CONDITIONS OF APPROVAL
1. Right-of-way shall be dedicated for 6�� Steet NW, consistent with the e�sting easement
document.
2. The plat shall be updated to conveyT all standard perimeter drainage and utility
easements.
3. All site plans must be updated to remove encroachments into the required right-of-way
dedication.
4. The plat will not be Yeleased foY recoYding until all conditions foY case file CU 22-17, the
PUD review foY the Jackson Street Apartments, have been satisfied.
rowEREo er
���V��
� � �E / , ExPaRa;,��-1rl �
� �!
m� eso3o
� ---- --- -- ' ---- ---- -- -- ,
— �—.� � � s x — _-- � �--� _ -- _ -- -- ----- r � �EEaR���o�REi I
� � — — � �� � � � _� ,E_ � � — — — — � �— �—ti �— "— «— _ " � � � as99 a8 0�,�, I �I
30.9 ( (� WWes5oo �� I
Hi11.33 g I . PROPPOND m ' S ae5s m�/--esRoo I�7 I�0.�5' r2 r+ov �1.33' B669 IS I .
I NWL 895.00 I �_��a « �,
1 I I I
9542 N I AREA=��.�45 SF NORiH I I I s-r,ags I
mry az�.za s a�a.s r+ovc _ I 2 I
I�
rs r+oec DEP1H 9 � ��y ggs.0 INFILTFAlON BASN I�m
I , e' QOv` I �
RAa9or.00 t I��I E ' W
I t1' I E
I i0P 900.00 I
� BO7: 89�.00 I I �
ILrrr(f ' . II � I s�%
I s o�ar. % I�T
,/ o� / � \ ly I
/, II IoDI I I I��mNe96.o0 �—� --� I I / I
I ImOI I / / � nvct �Rvtt (�w) � %RiP I I I II I I
r / w.ao / W I I I ol
v eeszo � \ �"`e AP �
�m I I �
I_ � I . _ — — �� � � '' I m 8rz � _
. � \ . z -sos.
� ^I
� �
/ . 1; =rz -
4
sesaso �
I I �F �
�
I � �. : I lo� / �.
� � ., ml � --� � �' � L-�- -- --� I I _
��� o ��� �� � -- — ----- � oE -- , � , � � �
� � ,� �a�E�,Ra� ��� ��,o,HER�� , � , � � �, �
�� �f��.��� �� �� � — �
. � � �
� DA �
�
� � ��
D I
^ 30 �8' >
JJ O .. ��'1� I � I
m7J � �� I I. I.. I Tlm U � I
�l _ �
'T� 31.04 . . I
� n
PROPoSYo I TI D �
Ti D O I I .. . � . � � . �
�
�, m II �� z i i mr�m,c �i I m II m� S �, � �
� I
m i
� II m �
� >so.so' � . —
n m i i r.� n
I I z �
� �, � D � �.✓�
N
Z
D I �' I
.
Npa� I _
s° � � � I o�p � O I D I I �
� o w � � m w � �i PHASE 2 ,� �ooE � � �i � °' o+i m � r" °a'
�, 4 UNIT i a �,
�
_ � cri � � I i PROPOSED 4 �_,ss�, c i
> � o c w - � � — I >
o � i TMENT BUILDING - o � i
APAR r
> � �
r s os ^ � run C I ,
� �
, t i' , — ,
N O
N
O l�)
I
- - Z
,Q-26 35� SF I I
" ��z i i i ARE i �z_ �..i �, ii �
� i — o
i FFE-903.OD i _
�
c� i i — �,
� i �� �
I
, sroEw��w n�� �
>s ruN.ffoaucR v i I s .
s i
s a a 29�.33' .
I I . I I
I
�r�c� A
I }, ry�
If l5'HOPE ��
t �2e t _
Ao
6" PVc ,
� I (iuR 26) � � wdo�r u �. I _
-= R
e
� 90100
.: �reccs I I -_ L n9 !f I MV c
L-rob ti 5 P.oa ' �. l- • . ' . ' .• �
Q� I � � SaN. SwNle 6 ory wgrzR .�l I I � � i
y �� � mV �s� eo II .• II � II . .. J_' : 1 I �run9-c.w.acrz vn I
� I'i I . .: : � I . , � �. .���. I I �� ^-g
. . . � � ' . . . . ....
�I I� cumr � li V . s E�. � I� I vc 6ore zcl II I I �;_ x
� I I / ni renl�i ; o � I � �
I�� �i — 1 annse rz anaKNc 1 es39 i � � � � >\ �l
� I I �RqsH� EN�a . t�s ,y�a t� J 6 GARAGE STALLS s P� /'� I-. o � I - �I �!
� I _g mv e9 . , . �
� Raa- 0 53 SURFACE STALLS e°'` I I .
� � L 22�L� \I ` I �irEArec� vuvsl) M1-=899�0 5 5oA 225 STALLS/llNli as<z I I ` a� '..
�
v m 1 8<_
6 I� I . ' I .�.
y 6 rvAi � � L r29 Raa 9or.6o oz
I SLrzVi � - " or.6a N
t� o N
I o p o I
I "SAMrARv � e� � I �
� ��3� i� I I I �1 �I ��i , I c=so<„ () I I r� .
>< .
II ,� H _ I I ____c� om wn�ca i- I�i °," � Is ..
L 9oo.so " s�R�rr�' ._ ___ ___ _________ _ Lwr _ _ __-� J
„n I i
c6w
u
y ___i_ _ ra�ir ___________ ,
______________ _____J__ � .. � � I
_ _ �xF� -_ I _- . ncnNnu, � - _ _ _ _ � �,_�-._� :.. � . .� ,. . �_ _ �
c rz« -
, „ cr ra niv nv a _ _ - . - - .
I �� rARv nmv v __ -- _ �
— � V I � � __ -- .rl -
-a ; �- - 1- - - -a � --_- - — � ewo,F- _— �-
M
, �� � _ � ,
;E _�, __ � __ __ _- - `_ _ _ - -- _ --
�o� , �
— � � � � � _,��. � � � � 0� � ' s " -
� � - � �a,�� �� �E�s ,s � � �
� �„ ✓Ac'
o _ �" _�
,� m � oN� �EN�E �
—t-�� � ✓ACKsoN ��EN�E_ �����.��, �� �=9��� � � ��: � �;�
� , �r sz, _ ,E a9 = = ss�zo �,
R�
� 9oa33« <. « <. «— �. � � o , ,ro� _ � « �
�� x �� �
,E a9 � E ��
ER
�«— � �n e -�—��� m �.� ,��„o�:
��E � � �� ,
� « «
Ex r=, ro Mar� Ex
E � — — - --- -- -- - -- _ _ - - ---
- - --- - -- -
� T7 �.-T � -- -- � -. _ � -
_ _ _ .�. �—.- _ �—��
I — _ _ �E � �;�ev
�� — � ,
, � --- �—� -- — r � e
�� � �abes ��84,� � E a,ss, a,� �. '� � s63,
NOT�S:
1, BASE PLAN USED IS A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY
BOGART. PEDERSON & ASSOCIATES, INC,
2. ALL EXISTING UTILIIY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE
ONLY. CONIRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR TO
CONSIRUCTION, CONTRACIOR SHALL CONTACI UTILITY COMPANIES VIA GOPHER
STATE ONE-CALL ONLINE OR BY CALLING 811 OR 1-800-252-1166.
3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RES7RIC71VE OF TNE PROJECT
SPEGFICATIONS, THE STAN�ARD SPEGFICATIONS OF TNE CI7Y OF ELK RIVER AND
TNE LATEST E�ITION OF MN�OT STAN�ARD SPEGFlCATIONS FOR CONSTRUCTION.
4. 70TAL LOT AREA = 285,90� SF (6.56 ACRES)
exisliNc iMPeR�nous suRFace nRea = zaoz sF (i.o�)
PROPoseo & FUTURe iMPeR�nous suRFnce nRen =�sa,�ss sF (ss o�)
5. SEE SHEET C-2 FOR UTILITY NOTES AND DEIAILS.
� �
GRAPHIC SCALE
( �N om )
��,1. ��,l��
T ��_ - �`I��
�LC'IGN B3
PRO'EP1' L;oFf:i
� u�. 4N Fc
��' � T`ti
� d� \ \�
A
� A •.,. �
A p°
�A � ex nnsicn aainrs �ounorenrvr,o Pe
POUPJ irv'EGRALLY
JR9
_°L<N
CONCRETE 'V' GUTiER
2007
/
e cl �
s u r� I ;�s' Mw.
RocK AccRECAiE \_�ej�,v�*,
✓ "
ROCK ENTRANCE DETAIL
________r+_____
XPAVEuMENT�SECTIONH
----�-----
SIDEWALK SECTION
o�RFpow w, �aso
z (F )
/
�. :r
# hr_
. . . . . . . . . . PLAN VIE':!/ . � . . . . . . . . .
��� o,� �{ ESg�`M 1^Fa A�K SEEo r�z*VRE
�3
�,e�R� �,,�� � ..w .
oN-s�[ " ����
� iMwASi+Eo sallo�i�lx[oo�L
��� PRORLE VIEW ��poE z�RcaNic co�aos*
INFILTRATION BASIN
NO SCALE
� rneNic� n�EeaCUNso[ arNra[NCw RouNo
� sai� . iNE, PND BACK FLL �EN�
TVPICAL SILT FENCE INSTALLATION
I
�\ �u�nbEur�sE„uuErNa�n�E
INLET PROTECTION
Ha, ,a son�E
� a� �so Nmcm vnarwc sicN
� �
o ���,�«s - - .Ea
a �� uaeS{°F° � � eoanER uNE
�u p�re1 0�
ACCESSIBLE PARKING STALL
B`612 CONCRETE CURB & GUTTER �a scn�c
Ui1LIN/SURFACING NOTES:
WATER AND SANITARY SEWER U11LI11E5
1. WA1ER MNN AND ANY WA1ER SERVICE LINES SHALL 6E PLACED AT A MINIMUM DEPTH OF 8 FEET 6ELOW
viNisNeo cea�e.
2 HORIZONTAL SEPARATION BETWEEN ALL SEWER AND WATER LINES SHALL BE 10'.
3. WHERE SEWER AND WATER LINES CROSS A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED.
IF INSIJLATION IS NECESSPRV, I7 SHALL BE PROVIDED AS AN INCIDENIAL ITEM. 1HE CONTRACTOR WILL 6E
RESPONSIBLE FOR PFOVIDING THIS VEFIICAL SEPARA710N.
4. THE CONTFACTOR SHALL TIE ALL WA1EF MAIN FITTINGS TO THE MNN ON ALL SIDES. THFEADED FOD JOINT
RESTRNNT SHALL BE IJSED ON ALL HVDRANTS, WHILE POURED CONCRETE SHqLL 6E IJTILIZED ON ALL
OTHER FITTINGS. MECHANICAL FES�FAINED JOINTS ARE AN APPROVED ALTEFNATIVE TO THFEADED FOD
JOIN1 RESTRAINTS PND POURED CONCREIE.
5. STORM AND SANITARV SEWER STRUCTURES SHALL HAVE STEPS.
6. ALL STORM SEWER PIPE SHALL HAVE WATERTIGHT GASKETED JOINTS CONFORMING TO MND01 SIANDARD
PLATE N0. 3006G.
]. CONIRACTOR SHALL VEFIFY LOCATIONS AND ELEVATIONS OF ALL EXIS�ING UTILITIES PFIOF 10 ANY
CONSTRl1C�lON.
8. ALL IJNUSED WA1ER SERVICES IN JACKSON STREET SHALL 6E DISCONNEC�ED AT THE WATERMNN AND THE
S�OP BOX FEMOVED BY A LICENSED CONTFACTOF.
9. CONIRACTOR SHALL SUBMIT A TFAFFIC CONTFOL PLAN FOR ALL WORK IN THE JACKSON AVENUE RIGHT-
OF-WAV. THIS PLAN SHALL 6E APPROVED BV 1HE CITV OF ELK RIVER PRIOR TO PNV WORK IN THE CITV
RIGH7-OF-WAY.
SURFACING
1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARV TO AITAIN THE REQUIRED COMPACTION
DESCRIBED IN 1HE PROJECT SPECIFICATIONS. COMPACTION TES�ING SHALL BE PERFOFMED BY AN
INDEPENDENI TESTING FIRM.
2. GRAVEL BPSE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE
OBSERVED BY A SOILS ENGINEER TO VERIFV S�ABILITY.
GRADING NOTES:
�. CONIRACTOR SHALL VERIFV qLL E%ISTING CONDITIONS INCLUDING LOCA710NS, AND RIM PND INVERT
ELEVATIONS, OF EXISiING DRAINAGE AND SANI1AFtY StRUCTURES. LOCATION AND SIZE OF EXIS�ING SANITAFtY,
WATER, PND STORM SEWER STUBS, AND E%ISTING GRADES SHqLL ALSO 6E VERIFIED.
2. NOTIFV ENGINEER IMMEDIAIELV IF ANV DISCREPANCIES ARE DISCOVERED BETWEEN THE E%IS11NG CONDI110NS
AND 1HE CONDI110N5 NOTED ON THE PLANS, WHICH ARE SIGNIFICAN7 ENOUGH TO AL1EF THE IN1EN7 OF THE
DRAWINGS.
3. CONTRACIOR SHALL PERFORM CALCULA710NS TO VERIFY EARTHWORK OVANTITIES. CONTRACTOR'S BID/QUOTE
SHALL BE 6ASED ON HIS�HER OWN EPRIHWORK CALCIILATIONS.
4. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUITER, UNLESS NOTED OTHERWISE. PROPOSED
ELEVATIONS ARE INTENDED 10 PROVIDE POSITIVE DRAINAGE 10WARD5 CATCH BPSINS AND/OR OUTLETS. THE
CONIRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE REOUIRED ELEVATIONS, WHICH WILL PROMOTE
POSITIVE DRNNAGE THROUGHOUT THE PROJEC7 SITE.
5. TOPSOIL SHALL BE RESPREAD IN THE SEEDING AREFS ONLY A1 A MINIMUM DEPTH OF 5 INCHES.
6. ANV BIIUMINOUS PAVEMENI OR CONCREIE REMOVED OR DEBRIS ENCOUNTERED SHALL BECOME 1HE
PROPERTV OF THE CONIRACTOR AND DISPOSED OF OFF THE R.O.W. AND EASEMENTS OF 1HE OWNER PER
MNDOT SPECIFICA710N 2104.3C3 OR RECYCLED PER MNDOT SPECIFICATIONS.
]. PEDES�RIAN RAMPS SHALL BE CONS�RUCTED PER CURRENT MNDOT StANDARD PLAN 5-29].250.
E
�
�
�
�
� �
a
� �
���
V�
2
�
� ~
Q
U
J Li
¢ W
W d
��
r�
�
�
Z
� �
� Q w
� ~ Z
Q O
� � Q
w �
� Z �
V� Z �
� � U
_ " V�
� �
Z W �
� � �
Y � m
U Y W
Q � � _
� w � �
sxC-2
-- i
NOTES:
i. ansE P�nN useo is n eouNonRv nNo TOPocRnPr+ic suRvev
PREPARED BY BOGART, PEDERSON & ASSOCIATES,INC.
z n�� exis7iNc u1wTv �ocnlioNs nNo E�evnlioNs sr+owni nRe
APPROXIMATE ONLY. CON7RACTOR SNALL CONFIRM ALL LOCATIONS
AND ELEVATIONS PRIOR 70 CONSTRUCTION. CONTRACTOR SHALL
CONTACT UTILITY COMPANIES VIA GOPHER S1ATE ONE—CALL ONLINE
OR BY CALLING 811 OR 1-800-252-1166.
3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF
TNE PROJECT SPEGFICATIONS, THE SIANDARD SPEGFICATIONS OF
TNE CITV OF ELK RIVER AND TNE LATES7 EDITION OF MNDOT
STANDAR� SPECIFICATIONS FOR CONSTRUCTION.
4. SEE SHEE7 C-2 FOR GRADING AND SURFACING NOTES AND DETAILS.
5. SEE SHEE1 C-4 FOR 1HE SEOUENCE AND PROTOCOLS TO BE
FOLLOWE� FOR EROSION AN� SE�IMENT CONTROL �URING TNE SITE
�EVELOPMEN7 PROCESS
�
,�
�'
;�
I
I
I ��i ���
��
J i ;ua;
�. r
�i ��A;
s '�'� -
�
�
s
� �
���
GAAPHIC SCALE
( �N c� 1
PROJIECT IN�ORMATI�N:
1. PROJECT NAME: JACKSON NILLS APARTMENTS
PROJECI LOCA710N: 7XX JACKSON AVENUE NW, ELK RIVER, MINNESOTA
PID 75-134-2305
SW 1/4 OF NW 1/4 OF SEC. 34, iOWNSHIP 33, RANGE 26
N=45.309727, E=-93.567928'
PROJEC7 SIZB PARCEL SIZE=6.628 ACRES, DISTUR6ED AREA=6.628 ACRES.
IMPERVIOUS SURFACE AREA: EXISIING=0,063 ACRES, PROPOSED=3,671 ACRES.
2 PERMANENT S10RMWAIER MANAGEMENT:
WRLTRATION BASIN & WE1 POND: YES - �ESIGNED TO MEET CI1Y S10RMWAIER REQUIREMENTS.
ALIERNA7IVE MEINODS: NO
3. RECEIVING WATEkS:
ONSIIE STORMWATER BASINS: SPECIAL WATER-N0, IMPAIRE� WATER-NO
CITY STORM SEWER SYSTEM: SPECIAL WA1ER-NO,IMPAIRED WATER-NO
MISSISSIPPI RIVER: SPECIAL WATER-NO IMPAIRED WATER-YES AOC AQR
4. STORMWATER MANAGEMEN7 DESCRIPTION:
S10RMWAIER VOWME AND RATE CONTROL FROM 1HIS SITE ARE MANAGED WIIHIN THE PROPOSED
WRLTRATION 6ASIN AND WE1 POND LOCATED ONSITE. STORMWATER REPORT AND CALCULATIONS
AVAILABLE FROM STARK ENGWEERING UPON REOUEST.
5. ENVIRONMENTAL REPORIS AND PERMITS FkOM DNR, ARMY CORP OR LGU:
A I1 APPEARS 1NA1 NO OTHER PERMITS ARE REQUIRED SINCE NO EXISIING WEILANDS ARE LOCAIED
ON THIS SITE
B. EAW, ENDANGERED OR THREATENED SPECIES OR ARCHEOLOGICAL REVIEW WAS NOT COMPLETED.
C. THIS SITE IS NO7 LOCAIE� IN KARS7 aR A �RINKING WATER SIJPPLY MANAGEMENT AREA.
6. KNOWLEDGEABLE PERSON�CHAIN OF kESPONSIBILITY DESCRIP110N:
OWNER: PA1 BRIGGS, THE BRIGGS COMPANY
SWPPP DESIGNER: WAYNE C.B. STARK, P.E CERIIRED SWPPP DESIGNER
SWPPP COORDINAIOR:
CONSTRU���ON NO�IES:
1, iHE OWNER AN� CONIRACTOR SHALL COMPLETE AN� SUBMIT AN NPDES PERMIT TO THE MN
Po�wlioN caNleo� ncENcv (MPcn) PeioR 10 coNsrRucTioN nN� coMP�v wi1H n��
REOUIREMENIS. REFER TO SHEE7 C-3 FOR LOCA710N OF EROSION AND SEDIMENT CONTROL I1EMS.
2 1NE FOLLOWING SEOUENCE AN� PROTOCOLS SHALL BE FOLLOWE� FOR EROSION AN� SE�IMENT
CONTROL DURING THE SITE DEVELOPMENT PROCESS:
A, INSTALL PERIMETER CONIROLS (SILT FENCE, ROCK LOG & ROCK CONSTRUCTION ENIRANCE) AS
SHOWN ON THE PLANS PRIOR TO STAR1 OF WORK.
B. INSIALL WLET PROTECTION IN ALL DOWNSIREAM CATCH BASINS WHICH RECBVE kUNOFF FROM THE
DISTURBED AREA CATCH BFSIN INSERTS ARE REQUIRED A1 ALL LOCATIONS NOT WIIHIN THE
DISTURBED AREA WHICH RECBVE RUNOFF MNDOT iYPE C WLET PRO1EC110N.
� )
C. NO SOIL S10CKPILES OR CONCRETE WASHOUTS ARE ALLOWED ON THE PROJECT SITE SOIL
S10CKPILES SHALL HAVE PERIMEIER CONTROL AND HAVE 1EMPORARY SEED AND MULCH.
�. MAINTAIN ALL 1EMPORARY EROSION CONIROL �EVICES IN PLACE UN11L THE CONTRIBUTING
DRAINAGE AREA NAS BEEN S1A81LIZED. INSPECT iEMPORARY EROSION CONIROL DEVICES ON A
WEEKLY BAIS AND AFTER EACH 1/2" OR MORE RAW EVENT, CLEAN OR MAINIAIN 1HESE DEVICES
AS NEE�E� TO BE EFFECIIVE, REPLACE �ETERIORATE�, DAMAGED OR ROITED EROSION CONIROL
DEVICES IMMEDIATELY.
E REMOVE ALL SOILS AND SEDIMENIS DEPOSITED ONTO PU9LIC AND�Ok PRIVATE PAVEMENT AkEAS
WITHW 24 NOURS OF �EPOSITION. REMOVAL OF TRACKING MATERIALS SHALL BE COMPLETE� A7
THE EN� OF EACH WORK �AY WHEN I7 OCCURS. SWEEPING MAY BE OR�ERE� AT ANY iIME IF
CON�ITIONS WARRAN7.
F. PERFORM SI1E REMOVALS, GRADING EXCAVA710N AND EMBANKMEN7. SEED AND MULCH ALL
DISTURBED AREAS OUTSIDE OF PROPOSED PAVEMENT AND BUILDING AREAS IMMEDIATELY AF1ER
THIS WORK WHEN AC11VI1Y WILL BE CEASED FOR 7 DAYS.
G. INSIALL U1ILITIES, CURB AND GUTTER, SIDEWALK AND BITUMINOUS PAVEMENI SECTION. CONSTRUCI
BUIL�INGS RNE GkA�E SITE AND RESTORE GkEEN AREAS WITH PERMANENT VEGETATION OF
SEE�/S0� PER PLANS. THE WRLIRATION BASIN AREAS SHALL BE SIABILIZE� PER PLANS.
H, REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER SITE HAS UNDERGONE
RNAL STABILIZA710N AND PERMANENT VEGETATION HAS BEEN ESIABLISHE� WI1H A1 LEAS7 70%
COVERAGE.
NARRATIVE:
i. sroeM wnrER Po�wTioN PREv�N1ioN P��v (swPPP) iNc�uoEs rHE Fo��owiNe
A �ESCRIPTION OF THE EXISTING SI1E CON�I110N5 WCW�ING EXISTING LAN� IJSE FOR 1NE SI1E, SOIL 1YPE5
FOR THE SI1E AND THE LOCA710N OF SURFACE WAIERS WHICH ARE LOCATED ON OR NEXT TO 1HE SITE
B, IDENIIRCATION OF THE BODY OF WA1ER(S) WHICH WILL RECBVE RUNOFF FROM THE CONSIRUCTION SITE
WCWDING THE ULIIMATE BODY OF WA1ER 1HA1 RECBVES THE STORMWATER,
C. THE FOLLOWING ADDITIONAL PROJECT DOCUMEN1A710N SHALL BE CONSIDEkED PART OF THIS SWPPP, BU7 IS
NO1 BBNG DUPLICAIE� FOR THIS �OCUMENT: CERTIRCATE OF SURVEY PLAT BWLDING PLANS AND
�
GEOTECHNICFlL REPORT,
D, DESCRIPTION OF S10RMWATER MANAGEMENT CONTROLS AND VARIOUS BEST MANAGEMEN7 PRACTICES BMPs
i )
NECESSARY TO REDUCE EROSION, SE�IMENT AN� POLLUTANTS IN 1HE S10RMWAIER DISCHARGE.
E DESCRIPTION OF SWPPP COORDINATOR DUTIES WCWDING FAGLITY-MONIIORING PLAN AND HOW CONTROLS
WILL BE COOR�INATE� WITH CONSTkUC110N ACTIVITIES.
E DESCRIP110N OF IMPLEMENTAiION SCHEDULE AND PROVISIONS FOR AMENDMENT OF THE PLAN,
G, PROVISIONS FOR PERMANEN7 TURF ESTABLISHMENIS AN� WATER QUALITY iREATMENI BMPs FOR IMPERVIOUS
SURFACES.
2 THE CONSTRUC110N SITE SWPPP COORDINAIOR FOR 1HE FACILITY SHALL BE DERNE� BY THE OWNER AND
CONIRACTOR PRIOk TO COMMENCEMENT OF ANY CONSTRUC110N AC11VI11ES. DU11ES OF THE SWPPP COORDINATOR
SHALL INCWDE THE FOLLOWING:
A.IMPLEMENTAiION OF 1HE SWPPP.
B. OVERSEE MAINTENANCE PRACTICES IDENTIRED AS BMPs IN 1HE SWPPP.
C. CON�UCT OR PROVI�E FOk INSPEC110N AN� MONITORING AC11VI11E5.
D, IDENIIFY POTENTIAL POLLUTANT SOURCES AND MAKE SURE 1HEY ARE ADDED 10 THE PLAN,
E IDENIIFY ANY �ERCIENCIES OF 1HE SWPPP AND MAKE SURE THA1 THEY ARE
CORRECIED.
F. ENsuRE 1r+n1 aNv cr+nNCEs iN coNsrRuclioN P�nNs aeE aooeEssEo iN rHE swPPP.
G. E�UCATE AN��OR INSIJRE 1NA1 CONTRACTORS AN� SUB-CONTRAC10R5 ARE AWARE OF 1NE SWPPP AN�
PRACTICE EROSION�SEDIMEN7 CONIROLS, SPILL PREVENTION AND RESPONSE, GOOD NOUSEKEEPING, PROPER
MAIERIAL HANDLING, �ISPOSAL AN� CONIROL OF WAST6 EQUIPMENT FUELING, AND PROPER S10RAG6
WASHING AND INSPECTION PROCEDURES.
3. FACILITY DESCRIP110N:
A 1HE CONSIRUCTION SITE IS LOCATED IN 1HE CITY OF ELK RIVER, SHERBURNE COUNTY, MN. SEE PROJECT
WFORMATION SEC110N FOR MORE �ETAILE� LOCATION WFORMATION. IT IS BOUN�E� BY CI1Y STkEETS ON THE
EAS1 AND SOUiH SIDES, A CI1Y PARK ON THE WEST SIDE AND A CHURCH PARKING LO1 ON 1HE NORTH
SIDE
B. THE CONSTRUC110N WILL CONSIST OF SOIL CORREC110NS, LO7 GRADING, SITE U1ILITIES, APARTMENT BUILDINGS,
CUkB AND GUTTER, SIDEWALK AND BITUMINOUS PAVEMENI. NO CONCENTkAiED FLOW AREAS (DITCHES) ARE
PROPosEo.
C, THE EXISIING CON�ITIONS OF 1HIS SITE ARE A VACANI LOT WITH GRASS AND WOODED AREAS, ACCOR�ING TO
THE WEB SOIL SURVEY, iHE EXISTING SOILS WIIHIN THE PROJECT SI1E ARE WELM LOAMY SAN� (260) AND
SEELYVILLE MUCK (540). 1HE SITE SPECIRC BORING LOGS FOUN� HIGHLY ORGANIC PEA1 (PT) AND ORGANIC
si�r ov�e PooR�v cRn�E� snN� wirH si�r (sP-sM) nNo Pooe�vi cenoE� snNo (sP).
D. REFER TO 1HE PLANS FOR THE SITE IMPROVEMENTS AND CONTOURS DISTURBANCE OF THE SITE WILL OCCUR
DUE TO SITE GRA�ING, U1ILITY INSIALLA710N, BUIL�ING CONSTkUC110N, PARKING LOT CONSTRUCTION AN�
LANDSCAPING.
4. IDENIIRCATION OF POTENTIAL STORMWATER CONTAMINANIS:
A SIGNIRCANT MATERIAL WVENTORY (SEE TA6LE 1) - POLWTANTS 1HAT RESlJL1 FROM CLEARING, GRADING,
EXCAVATION AND BUILDING MATERIALS 1HAT HAVE THE POTENTIAL 10 BE PRESENT IN STORMWAIER RUNOFF,
B. THE FOLLOWING POTENIIAL SOURCE AREAS OF STORMWATER CONTAMINA710N WERE I�ENTIRE� AND EVAWATE�:
CLEARE� AN� GRA�E� AREAS, SI1E CONSTRUC110N WCLU�ING CONCREIE WALKS AN� BIIUMINOUS PAVEMENTS,
UTILIIY INSTALLATION AND BUILDING CONSTRIJCTION.
5. TEMPOkAkY AN� PEkMANENI EROSION CONTROL PRACTICES:
A. SILT FENCE BARRIERS WILL BE PLACED ACCORDING 10 1NE PLANS AND PRIOR TO CONSIRUCTION. THESE
TEMPORARY PERIMEIER CONIROLS SHALL NOT BE REMOVE� UN11L ALL CONSTRUC110N ACTIVITIES ARE COMPLEIE�
ON 1HIS SITE AND SOILS HAVE BEEN SIABILIZED.
B. TOPSOIL WILL BE STkIPPED AND STOCKPILED. STOCKPILES WILL HAVE PERIMETEk CON1kOLS (SILT FENCE, ROCK
LOGS OR SILT SOCK) AND BE SIABILIZED WITH MULCH.
C. A ROCK CONSTRUCTION ENTRANCE WILL 6E MAINTAWED THROlJGNOUT THE PROJECT, iHIS ENTRANCE WILL BE
REQUIRED TO REDUCE VEHICLE TRACKING FROM THE SITE REGULAR MAINTENANCE MAY NEE� TO BE PERFORME�
TO INSURE SE�IMEN7 IS NOT iRACKE� ON70 LOCAL ROADWAYS. SWEEPING WILL BE USED 10 CLEAN UP TRACKE�
SE�IMENT.
D, WLE7 PROTECTION WILL BE USED AT DRAINAGE WLETS.
E EROSION CONIROL BLANKET AND SEDIMEN7 LOGS WILL ALSO BE IMPLEMENTED W CRIIICAL AREAS ALONG WI1H
SEED AND MULCH OR SOD DURING KEY PERIODS OF TURF ESIABLISHMENT.
6 UPON COMPLETION OF EXIERIOk WORK, TOPSOIL WILL BE kESTOkE� AN� 1HE SI1E WILL BE LAN�SCAPE� AN�
SEE�ED�SO�DE� ACCOR�INGLY. THE RL1RA710N BASIN AkEAS SHALL BE STABILIZE� WI1N EROSION CONIROL
BLANKET AND MNDO1 N36-241 NA71VE SEED MIX APPLIED A1 A RA1E OF 36.5 LBS PER ACRE OR APPROVED
EQUAL.
G. ONCE UP SLOPE AREA ARE PEkMANENTLY SIABILIZER ACCUMULAIED SEDIMENT WILL BE REMOVED FROM FY
BFSIN AREAS AND 1NEY WILL BE SEEDED AND MULCHED.
H. AF1ER 1HE EN11RE SITE IS STABILIZED, THE TEMPORARY BMPs WILL BE REMOVED FROM THE SITE.
6. CONSTRUC110N PRACTICES 10 MINIMIZE STORMWATER CONTAMINATION:
A ALL CONSIRUCTION WASTE MATERIALS WILL BE COLLECIED AND DISPOSED OF PROPERLY ACCORDING
10 ALL LOCAL AND REGULATORY REQUIREMENTS G00� HOUSEKEEPING, MONITORING AN� SPILL
CONTROL PRACTICES WILL BE FOLLOWING DURING CONSTRUCTION TO MINIMIZE STORMWATER
CONTAMINA710N FROM PETROLEUM PRO�UCIS, FERIILIZERS, PAINTS AN� CONCREIE
& ENVIRONMENIALLY FRIENDLY FERTILIZERS WILL ONLY BE APPLIED WIIHIN THIS AREA AND WILL BE
WORKE� IN70 THE SOIL 10 LIMIT EXPOSURE TO S10RMWAIER.
C. ALL VEMCLES ON SITE WILL BE MONIIORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE
MFlINTENANCE TO REDUCE THE CHANCE FOR LEAKFlGE.
D. ANY ASPNAL7 SUBSTANCES IJSED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTl1RER'S
RECOMMEN�ATION.
E SANIIARY WAS1E WILL BE MONITORED AND COLLECTED A1 REGULAR INIERVALS FROM PORTABLE
uNi1s ro avoio ov�RFiwNc.
F, ALL SPILLS WILL BE CLEANED UP IMMEDIAIELY UPON DISCOVERY.
G. CONCREIE 1RUCKS WILL NO1 BE ALLOWED TO WASH OUT OR �ISCHARGE SURPWS CONCREIE OR
DRUM WASH WATER WIIHIN THE PROJEC7 SI1E.
H. PLASTER AN� DRYWALL CLEANUP WATER WILL lJSE AN APPkOVE� ONSITE CONTAINMENT FAGLITY.
7. MAINTENANCE AND INSPECTION PkOCEDURES::
A. AT LEAS7 ONCE A WEEK OR WITHW 24 HOUkS OF A 1�4" RAWFALL EVENT OR GREAIER, VISUAL
INSPECTIONS OF 1HE EN11RE CONSTRUC110N SI1E WILL BE PERFORMED. THESE INSPEC110NS WILL BE
CONDUCIE� BY THE SWPPP COORDINAIOR OR 1HEIR �ESIGNEE. 1HE INSPECTION WILL VERIFY iHE
EROSION AN� SE�IMENT BMPs ARE FUNC110NING PROPERLY. iHE FOLLOWING INSPEC110N AN�
MAINTENANCE PRAC110E5 WILL BE USED 10 MAINTAIN THE EROSION AND SEDIMENT CONTROLS.
B. SIL7 FENCES WILL BE INSPECTED FOR DEPTH OF SEDIMENT, FOR TEARS, TO SEE IF THE FABRIC IS
SECURELY AiTACHE� TO 1HE FENCE POSTS AND 10 SEE THAT iHE FENCE POSTS ARE RRMLY IN
1NE CROUND.
G BUILT UP SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN I7 HAS REACHED 1/3 OF THE
HEIGN7 OF THE FENCE.
D. SEDIMENT BASINS,IF ANY, WILL BE INSPECIED FOR DEPTH OF SEDIMENI. SEDIMENT SHALL BE
REMOVED FROM 1HE BASIN WHEN I1 REACHES A DEP1H OF 1',
E TEMPORARY AND PERMANENI SEE�ING WILL BE INSPECTE� FOR BARE SPO1S, WASHOUTS AND
HEALTHY GROWTH.
F. 1NE ROCK CONSTRUCTION ENIRANCE WILL BE INSPECTED FOR SEDIMEN7 TRACKED ONTO ROADWAY,
FOR CLEAN GRAVEL AND 10 MAKE SURE THA1 ALL TRAFRC USE IT WHEN LEAVING THE SI1E.
G. A MAINTENANCE INSPECTION REPORT WILL BE COMPLEIE� DURING EACH INSPEC110N BY THE SWPPP
COOR�INATOk. A BLANK REPORT FORM IS AVAILABLE UPON kEQUEST. COMPLETE� FORMS WILL BE
STORED ONSITE DURING 1NE EN11RE CONSTRUC110N PROJECL FOLLOWING CONSIRUCTION, THE
COMPLETED FORMS WILL BE RETAWED BY iHE OWNER OR THBR �ESIGNEE FOR A MINIMUM OF 3
vEnes.
N. 1ERMINATION OF COVERAGB 1NE SWPPP COOR�INATOk AN� 1NE OWNER WILL 1ERMINATE THE
PERMIT BY SUBMITTING THE NOTICE OF TERMINATION AS DIRECIED IN PAR1 11C OF THE NPDES
PERMIT, THE NOTICE SHALL BE SUBMITTED WHEN CONSIRUCTION IS COMPLEIE AND PERMANENI
COVEk 6 ESIABLISHED.
I. MAINIENANCE PLAN: MAINTENANCE INSPECTIONS WILL BE COMPLETE� BY THE OWNER BIANNUALLY
AND WILL INCLUDE INSPEC110N OF 1HE DRAINAGE BASINS, RECORD THE RNDINGS AND NO1E ANY
CORRECIIVE AC110NS TAKEN,
�
� ..
� . � __
�
�
�� . . .. �
����
� '. .
� . �. .
�
E
�
�
�
�
� �
a
� �
���
v�
`�,
�
w
�
O w
Z �
a¢
a�
�i Q
U1 Z
r�
�
�
z
w
�Q w
� ~ z
Q O
�� Q
Qw �
z �
V� z O
� � U
_ " V�
� �
zw �
O > �
Y � m
U Y W
Q� o=
�w��
S�C-4
Jackson Street Apartments Plat
Background meeting. PUD agreement at future –The PUD would be updated Results in a 0’ setback for the parking lot. Dedication requires parking and building to be moved northCurrently
a roadway easement. Street connection for Boys and Girls ClubStreet NW provides access to the building th 6Staff recommends R/W dedication along south lot lineunit apartment building.-One
platted parcel for each 44approved fall 2022. Plat three lots to accommodate the PUD plans that were
Applicant’s Concern management program. Street improvements generally fall under the pavement period of 10 years. Street for a th from assessments related to improvements on 6The applicant
would like the Council to consider immunity
Plat Requirements ordinance standards recommend approval. Staff’s analysis of the application shows compliance with
Action Requested Street for a period of 10 years. th related to 6Consider the applicant’s request for immunity from assessments Street Apartments with the conditions outlined in the
memo.Adopt, by motion, a resolution approving the plat of Jackson