Draft Covenant.pdfAfter recording return to:
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
Document Title(s)
Declaration of Covenant - Private Stormwater Facility
Reference Number(s) of Related Documents
City of Edmonds (permit number)
Grantor(s) (Last First and Middle Initial)
LX/4 n�, H(kr) Nio5
Grantee(s) (Last, First and Middle Initial)
City of Edmonds
Legal Description (abbreviated foim; i.e., lot, plat or section, township, range, quarter/quarter)
Ck. Zane 3 Lj< 000
Assessor's Pra erty Tax Parcel/Account Number at the Time of Recording:
The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or
completeness of the indexing information provided herein.
DECLARATION OF COVENANT
Private Stormwater Facility
WHEREAS, the undersigned Declarant(s) have installed one or more stormwater
facilities under Edmonds Community Development Code Chapter 18.30 known as a "low impact
development best management practices (LID BMP)" as selected below:
El Permeable Pavement ❑ Infiltration Trench
dKRam Garden / Bioretention Cell ❑ Gravelless Chamber
❑ Drywell ❑ Other
WHEREAS, the City of Edmonds has allowed installation of the LID BMP, subject to the
execution and recording of this Declaration of Covenant; NOW, THEREFORE,
THE UNDERSIGNED DECLARANT(S) beinj the owners gf the real property ("the
• Property") located at the followg ad ress: •? 0 a�3 re S �1
S h cJ in the City of
Edmonds, Washington, and legall described on Exhibit A attached hereto and incorporated
herein by this reference as if set forth in full, hereby covenants and agrees, on behalf of
himself/herself/themselves/itself and his/her/their/its successors and assigns, as follows:
1. Declarant(s) warrant that he/she/they are the owners of the property described on Exhibit
A and have the authority to impose this covenant on the property and bind all future owners,
successors, and assigns of the Declarant(s). The Declarant(s), future owners, successors,
and assigns of the Declarant(s) shall be referred to collectively as "Owners."
2. The Owners of the Property agree that the Property contains one or more stormwater
management facilities referred to as an "LID BMP," which was installed to mitigate the
stormwater quantity and quality impacts of some or all of the impervious or non-native
pervious surfaces on the property. "Low impact development" means development
conducted in a way that seeks to minimize or completely prevent alterations to the natural
hydrology of the site. Low impact development includes site planning and design to reduce
alterations of natural soil and vegetation cover, minimize impervious surfaces, and specific
practices that help to replicate natural hydrology such as permeable pavements, green
roofs, soil amendments, bioretention systems, and dispersion of runoff.
3. The Owners shall maintain the size, placement, and design of the LID BMP as depicted on
the approved site plan, Exhibit B, and design details shall be maintained and may not be
changed without written approval either from the Engineering Division of the City of
Edmonds or through a future development permit from the City of Edmonds. Chemical
fertilizers and pesticides shall not be used where LID BMP is located. All costs of
maintenance and repair shall be the sole responsibility of the Owners.
4. The Owners shall inspect LID BMPs annually for physical defects. After major storm
events, the system shall also be checked to ensure that the overflow system is working
properly. The Owners also shall maintain all LID BMPs so they function as designed on a
year-round basis.
5. The City of Edmonds is hereby granted by the Owners the right, but not the obligation, to
enter upon the Property described on Exhibit A at all reasonable times for the purpose of
inspecting the private stormwater LID BMP facility. If, as the result of any such inspection,
the City of Edmonds determines that the LID BMP is in disrepair, requires maintenance or
repair, or is otherwise not fanctioning as provided in the BMP site plan, the City Engineer
or his designee shall have the right, but not the obligation, to order the Owners to maintain
or repair the same.
6. If the City of Edmonds determines that the LID BMP requires maintenance or repair
pursuant to Section 5, the City of Edmonds shall provide notice to the Owners of the
deadline within which such maintenance or repair must be completed. Said notice may
further advise that, should the violator fail to perform required maintenance or make repairs
within the established deadline, the work may be done by the city or a contractor designated
by the City Engineer and the expense thereof shall be charged to the Owners. The City's
officers, agents, employees, and contractors shall have the right, which is hereby granted
by the Owners, to enter upon the Property described on Exhibit A in order to perform such
work. The Owners shall bear the cost of all work performed.
7. The Owners shall indemnify, defend and hold harmless the City of Edmonds, its officers,
officials, employees and agents from any and all claims, demands, suits, penalties, losses,
damages, judgments, attorneys' fees and/or costs of any kind whatsoever, arising out of or
in any way resulting from the approval of the LID BMP(s), the installation and presence
of the LID BMP(s), and the acts or omissions of the Owners, their officers, employees,
contractors, and agents relating to the construction, operation and maintenance of the LID
BMP(s) on the Property, except for the City's intentional and willful tortious acts, and
waive and release the City of Edmonds from any and all claims for damages and injunctive
relief which the Owners may themselves have now or in the future, by reason of the
constriction, maintenance and operation of said LID BMP(s).
8. This covenant shall run with the land and be binding upon the Owners.
Dated: 1� f q ` 2�- a 10
DECLARANT(S):
APPROVED:
CITY OF EDMONDS
A�P
(Signature) (Signature)
M&4\f
(Print Dame)
(Signature)
(Print Name)
State of Washington
ss.
(Print Name)
(Title)
County of� )
On this day personally appeared before me MAW H l PICA WvAi
{Declarant(s)I to me known to be the individual, or individuals described in and who executed
theowitin and foregoing instrument, and acknowledged that he/(Phey signed the same as
hi heir free and voluntary act and deed, for the uses and purposes therein mentioned.
SUBSCRIBED AND SWORN before me this --I— day of 201f.
EDARYL GERDE (Signature)
YPUBLIC DA f JLt WASHINGTON ON Now 6W8 2A2t (Name legibly printed or stamped)
Notary Public in and for the State of Washington.
Residing at: 1VLAF)syi "-
My commission expires H I V d • 2.yZl
Exhibit A
Legal description
2016 REAL ESTATE TAX
I CURRENT YEAR TAXES & FEES I CURRENT YEAR BILLING INFORMATION I
KIRKE SIEVERS
SNOHOMISH COUNTY TREASURER WS #501
3000 ROCKEFELLER AVE., EVERETT WA 98201
00717500000600
FIRST 4 LINES OF LEGAL DESCRIPTION:
ESPERANCE LANE BLK 000 D-00 - LOT 6
PUB HOSP #2
SNO-ISLE INTERCOUNTY RURAL LIBRARY
SNOHOMISH COUNTY-CNT
CITY OF EDMONDS
STATE
EDMONDS SCHOOL DISTRICT NO 15
Special Assessments:
SNO COUNTY CONSERVATION DISTRICT
PROPERTY ADDRESS:
7706 223RD ST SW
EDMONDS, WA Total Tax:
'IIII�llllllll"III'll'llllllllll'lllllll"II'lllllllll'll'I'llll
HO LAI HUNG
7706 223RD ST SW
EDMONDS, WA 98026-7971
KEEP THIS PORTION
H2O16
17.25
Voter Approved IN
83.68
Amount
176.43
Land
378.76
Improvements
401.59
882.33
Total Value
5.01 I Levy Code
Levy Rate
Gross Tax
- Exemption
+Spec Assesmnt
1,945.05 Total Tax:
OF TOTAL AMOUNT DUE I
51.69 %
1,002.82
170,000
19,100
189,100
00227
10.2593
1,940.04
0.00
5.01
1,945.05
972.52
IAMOUNTDUE 1 972.521
PARCEL NUMBER - -' KIRKE SIEVERS
00717500000600 TREASURER
425 388-3366
SUMMARY OF TOTAL AMOUNT DUE AS OF 10/2016
YEAR TAX PENALTY/INTEREST/FEE TOTAL
H2O16 972.53 972.53
AMOUNT DUE 1 972.53
DETACH AND REMITTHIS COUPON WITH 2ND PAYMENT IN
ENVELOPE PROVIDED - DUE OCTOBER 31ST
'll II�IIIIIIII"III'll'llllllllll'lllllll"II'lllllllll'll'I'llll
HO LAI HUNG
7706 223RD ST SW
EDMONDS, WA 98026-7971
Make checks payable to: SNOHOMISH COUNTY TREASURER
Mail to: POBOX34171
SEATTLE, WA 98124-1171
PLEASE MAKE NAME AND ADDRESS CHANGES ON BACK
CURRENT YEAR SECOND HALF*
972.53
Assumes 1st half was paid timely. 2
PROPERTY ADDRESS:
7706 223RD ST SW
EDMONDS WA
DO NOT WRITE BELOW THIS LINE
00717500000600 00000097253 22016 3
PARCEL NUMBER KIRKE SIEVERS Make checks payable to: SNOHOMISH COUNTY TREASURER
00717500000600 TREASURER Mail to: PO BOX34171
(425) 388-3366 SEATTLE, WA 98124-1171
SUMMARY OF TOTAL AMOUNT DUE AS OF 04/2016
H2O16 972.52 972.52
AMOUNT DUE 972.52
PLEASE MAKE NAME AND ADDRESS CHANGES ON BACK
CURRENT YEAR FULL RRENTYEAR FIRST HALF
1,945.05 1 972.52
PROPERTY ADDRESS:
7706 223RD ST SW
EDMONDS WA
DETACH AND REMIT THIS COUPON WITH 1ST PAYMENT IN
ENVELOPE PROVIDED - DUE APRIL 30TH DO NOT WRITE BELOW THIS LINE
IIIIIIIIIIIIII'IIII'II'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
HO LAI HUNG
7706 223RD ST SW
EDMONDS, WA 98026-7971
00717500000600 00000097252 12016 3
Exhibit B
Site Plan
CXi,1164 u ,
Z
5.56*TDE SPACER (Tro)
2R8 P.T.P,T. BORDERS, TOP
FLUSH TO TOP OF DROAY
EASEMENT LINE 368.52 368.7T
PROP. LINE M.)
LQ
' +
` 13 3/ - •.
ORDERS
DRnD� L
3sa.o
CLEAN OUT OYP.) / n OVER AAFA 3 �DEI I
r�fdr th b DOWN SPOUT (Iw�� DEEP OF
WASHED RNER ROCK
♦� 4°P STONY jAIFAFROM 2K8 P.T. BORDERS. TOP- ,•n I ..
(T4aWED)Rw auTSFUJSH TO TOP OF PAVERS k. x
4 O
i
DEEP FELT
JOINTS
1
j L
BLl1O PERIMETER
ROOF DVERHANO LINE
367.94 FIN,
366
SETBACKI
_..�.._.._..•_ mar• sera
TCOTA�G DRARI
A 36604 W6.04363.1
' 36604
i
SIT P A AND STOR DRAT PLANcn
SCALE: 1 10 —0
I.I�i�l.l�l I I I I I I
0 r .• r s +0 x » �c
2 — S SITE CROSS SECTION
IN
SCALE: 1 = 10 —0
36&4
I
365.6
T-o"
SETBACK
365.5
�RIVEWAY
N / ------------- AREA:
36MF -�
8I0-RETENTION PLANTER
LOCATION
ROOF AREA WITH CUTTER \
L---------------------------
ROOF AREA: 2,417 SF
I
BIO-RETENTION PLANTER
AREA CALCULATION:
i \ 2"ihr: 2,417 SF x 2,2%= 53 SF
=> 13.25'x4" MIN. PLANTER BASE
366-
10
/364--
------------- f-----------------------U
DESIGN APPROACH:
PER CHECKLIST 10, ROW 77 & 79, WE ARE ALLOWED TO USE 6'YHrAS INFILTRATION
RATE FOR DESIGN SIZING OF THE BIO-RETENTION PLANTER.
IN TABLE 5 ABOVE, IT ONLY LISTED 2" IHr WITH A 2.2% RATIO FOR CATHEGORY 1 SITE,
WHICH WOULD RESULT TO BE THREE (3) TIMES OVERSIZED.
TO ELIMINATE THE OVERFLOW DISCHAGE THAT IS DESIGNED TO ADDRESS THE 100
YEAR STORM OR EVEN 500 YEAR STORM, WE PROPOSE TO BUILD A BIO-RETENTION
PLANTER USING THE 3 TIMES OVERSIZED, AS WE DO HAVE ROOM TO DO SO AND BEING
ON A CONCERVATIVE SIDE.
OUR TOTAL IMPERVIOUS AREA IS 2.417 SF. PER TABLE 5, WE HAVE THE FOLLOWING
FORMULA: 2.417x2.2% = 53 SF OF RETENTION PLANTER BASE. wE ARE PROPOSING A
13.25'x4' PLANTER BASE WITH (2) 2" DIAMETER OVERFLOW PIPES.
THE OVERFLOW MAY NOT BE HAPPENING AS THE PLANTER IS 3 TIMES OVERSIZED. IN
CASE IT HAPPENS. THE WATER FLOWS OVER THE T WIDE SPILL OVER AREA ALONG THE
TWO SIDES OF THE PLANTER (SEE ATTACHED DRAWING).
IN
TOP SOIL
-2X6 P.T. BORDERS, TOP
FLUSH TO TOP OF PAVERS 1.5" SPACER BETWEEN PAVERS,
2'x2'x2" PAVERS PERPENDICULA TO FOOT TRAFFIC
-NATIVE SOIL
6" MIN. BASE COURSE OF-)
1.5 - HED CRUSH ROCK
SANDY LOOM NATIVE SOIL- )
(SANDY LOOM)
-1.5" OF 1" MINUS CRUSH ROCK
-2" OF LEVELING CONSTRUCT'N SAND
-LANDSCAPING FABRIC WITH 12" OVERLAP
AT JOINTS
,yALK*AY PERVIOUS PAVER DETAILS
5 SCALE: 1" = 1'-0"
�- ROOF DOWNSPOUT
,,-- TOP OF DRAIN LINE @ 370.70
RIM OF DRAIN LINE SHALL BE
12" MIN. ABOVE THE INVERT.
@ 369.70
PERMANENT PONDING
LEVEL IN DRAIN LINE.
- REMOVABLE CAP
FOR MAINTENANCE
- 12" PONDING
LEVEL @ 369.45
4" PVC STORM
WATER FROM
ROOF
DOWNSPOUTS
(TIGHTLINED)
i1 STORM DRAIN LINE DETAIL
klfj SCALE: 1" = 1 -0
�•
r .• 53
A,_\\
TOP' OF WALL
1 1 ►i��l I
l�� 4
►_ ��1 �1 Y�IIL.�I�L��I�IL�IIt.��t�t.��1111.�1�1I��t11i,�1� I��I�t
�1�1����1�7t
►�1..3668,29
0...��.. OVAJAVWX
.•_-_,,.173
..�
44Wd
aecveess tt ia=i:r�i:iar�-:r;ia.L' asi�r=r=r:i' i������WA
� �i'WAWAWAWA1Wi IAWAWAVFAW
:aly
NATIVE SOIL I 3
4" PVC STORY WATER FROM OOF D NSPOUTS (TIGHTLINED)
TO TILL NATIVE SOIL,
TOP OF GLACIAL TILL 6" MIN. BELOW AMENDED SOIL.
WINTER GROUND V WATER LEVEL B TTOM F WAL 65. 6 II
DRIVE Y" Ox24" REBAR INTO OLID
3 10-REIENTION PLANTER GROUND @ 48" O.C. THROUGH 1st
SCALE: V = 1 -0
aaaxaaaaC U S� F�4�8
5.5" SPACING ALL DIRECTIONS 6" MIN. ASE COURSE OF 3.5" OF 1.5"-2"
AND BORDERS (TYP.) 1.5 - " ED CRUSH ROCK WASHED CRUSH ROCK
6" MIN. THICK REINFORCED LANDSCAPING FABRIC WITH 1.5" OF 1" MINUS
CONCRETE DRIVEWAY PAD 12" OVERLAP AT JOINTS CRUSH ROCK
ELV. 368.71 @
BROOM FINISHED SURFACE 5 5„ CURB EDGE (� OF
SLOPED INWARD AT 2% ELEV'N 367.67 DRIVEWAY)
d 0.
Q
G a A
vo 0 d
e d Oo04}0 O 0 O y d
51„ 52°
CARPORT DRIVEWAY EXIST'G CURB
Y2" O REBARS 2" OF LEVELING
CRISSCROSSING @ 16" O.C. CONSTRUCT'N SAND
4 CARPORT & PERVIOUS DRIVE*AY DETAILS
SCALE: 1= 1�-01�-0