HomeMy WebLinkAbout2008-00277 - new septic R r� CITY OF ORONO PERMIT NO.: 2008-00277
. 2750 KELLEY PARKWAY
ORONO, MN 55356- DATE IssuEn: 10/07/2008
952 249-4600 FAX: 952 249-4616
ADDRESS : 3300 GRAHAM HILL RD
PIN : OS-117-23-11-0011
LEGAL DESC : GRAHAM HILL PRESERVE 2
: LOT 000 BLOCK 000
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
NOTE: INSTALLING(3)PRECAST CONCRETE TANKS-MOUND 630 S.F.
APPLICANT SEPTIC NEW 100.00
KENNETH THE1S& SONS EXCAVATING STATE SURCHARGE SEPTIC 0.50
18126 KELLY LAKE ROAD
CARVER, MN 55315- MISC FEE 0.00
(952)873-6706 TOTAL 100.50
Minnesota State License#: L 3215
OWNER
JMA Builders LLC
LLC,JMA BUILDERS
6065 EUREKA RD
SHOREWOOq MN 55331
AGREEMENT AND SWORN STATEMENT
"I'he work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections aze
requested in conformance with the State Building Code.This permit may be
cevoked at any time for d use.
`� � �d l � l OB l l
Applicant Permitee ignature Date ed By ignature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
� � ,��� City of Orono FOR CI USE ONLY
P.O.Box 66 / y �/ /� �j
�s,�� � 2750 Kelley Parkway Date Receivecf`� ` va Permit# �U 'O� �
6��� �+�. � Crystal Bay,MN 55323 /,-g-�? j�
� ���o` (952)249-4600 Amount: $ f(/C/-'��✓
a�o
CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
� Job Site l Owner Information: �" ��':'�"�'��,
-� _ _�
Site Address: ,.�.%� �-��/� J� 1�� ,�� �
�
Owner: �J /Z�l� � �i � cl.e��S Mailing Address: Cvv(�,� E��z rc�} ►�c�.
City: �l-.�:� t,,��; d Zip: 'S S ��3 l
Home Phone: �� �� ���c:> - �� � ? Alternate Phone:
Contractor/x Ap.plicant I�nformation: 'r � �`�`��
Contractor/App.: I<<'-1� '►��� S Contact Person:
Address: �P��� K� � G;k � C1 State License #: � �v� � �J
City: f�e r Zip: ��� �� Expiration Date: � o� ��1
Phone: T�a - ��3 �� O(o Alternate Phone:
�.,°� i �'��e„t ��µx.t�� °",�„� '�y ��'�'3 �'`�,¢ "i�f tki4� i: � �N � �, �v �°. �? �.
��� �._ � .� �.���,,���� ��k.� . ��, TYPES' OF OCCUPANCl' ���, ��`�'�_ ', �r,�. �,��..�.` �,� _�„�
�� �.
Residential ❑ Commercial ❑ Other
�; ���y;�_������� ry �,���, �.x ��;, .�.�� ,�:�.�.,�``PERIVI`IT �'YPE AN��FEE',S ,��,�,�^���s � ,. ,
New or Replacement System $100.00 /C�(� Gv
Repair Existing System 50.00
(Tanks or Drainfield)
State Surcharge .50 .50
Total $ ��C� - � Q
V:\(Permits)\Septic System Permit Application.doc
1 / 2
,
*'� ATTENTION APPLICANT ** '�°`
, . .. :
___ Fill in all `appropriate blanks and check all appropriate boxes,
I wili be installing the foilowing:
Tank
Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks: ��SO I, b(�O �S�
Treatment System
Trenches s.f.
� Mound Co 3� s.f.
Gravel less s.f.
Chamber s.f.
Final Cover/ Top Soil
to borrowed from site (show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete, true and correct.
Signature of Applicant `— � G-� ��, � , Date: � ��
MPCA License No.: (��,� I �
Staff Review: Accept ❑ Denied
Reviewer: �/' � Date: ��-� - �-d�
Reason for Denial:
Comments (to be printed on inspection card):
V:\(Permits)\Septic System Permit Application.doc
2 � 2
2007-17,-14 11:41 MNVALLEY �U/Lu�.�Su� » ��� y�4 Y IJJ
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� �,�� ���t`� '' ORONb
�� CiTY OF
iSEPTIC i'ERMI
DATE '�.;e�.l�:C� RMIT NQ,w.,..,..........
�] rRov�n as scewtrr�u
�PROY�D W ITH CORRGCT101V�A�1�F07'fiY
NOT APPROVBD-CORRECT�R69UB�IlT
'f�mse commeiNs srs iiK your informalloa• Alt�ork ahall bt iwl�
in full wmplia»ce with all applicabla septis sad zouin8 cwba.
�equiremeMs including itema aot 9peciticYUy noted ia Uws av�.
Kf:EP 7HIS PLAN SET Oh S1T6 AT ALL TiblES
�
'�itS SYST�{S�STGME�FflR
�8fQR40MS, IINY�}CREJI,4E�1 At�R
t�8EDR40MS WW�.IQl�i IN�SlESttG�t.
Desi�ner & Installer
�i�
Mn Val�ey Ezcavating, Lic #2085
33149 State Hwy 19, Henderson I�ZN 56044
fi 12-987-4701
Owner
JMA Builders LLC
b065 Eureka Road, Shorewood, MN 55331
b12-860-31�7
ISTS Property Location
Lot 3, Block 2, Graham Hill
Orono, MN
•�007-1Z-14 11:42 MNVALLEY 5072483501 » 952 474 4193 P 5/16
, ,
SUIL TREATMENT SYSTEM SITE DRAWING
Lot 3, Block 2, Graham Hill
APPROXIMATE ELEVATIONS
ouse Crnund l00' Pump"ibnk Ground BS.Q' Boring!il 82.5.' AIt Sitc Boring f#3 73.3'
ouse Outlet 97.0' Pump Taak lntet 80.5' Boring q2 82.4' Perk t!I 82.1'
ank Gmnnd 55.0' Pump)nlet -3.25• 77.25' Boring�t3 79,9' Perk#2 82.1'
snk lniet S 1.0' Cover Uver Yump l'snk 3.5' Boring p4 Perk i13 74.3'
nkOutiet SO.S' MAnifold 83.75' Alt BoringNl 74.5' Yerk#4 74.3'
overOverT�nk 3' Pum inlettoManlfald 6.5' AltBorin 2 74.5'
Futnre
wNt �ift YruPoscd � ,
unkaown S Rcdrunm
itovsc
l0� �
MA^y,1(•
� Rctxlela� Watl
/°�'�'�v►.�ry S� �„�, C.
Tra� � S �.o���
so onn r..i ��P A� G l �S.��
S t' 'I'�oka �250 Gri �
!'ump'1'ra4 ' v NCjLJ S�? A c >
F �'� �
�
0
9
�
MQand 1l�SS . Q ���. `..
B2. �.
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H3.
� "/�6 apR�� �
` Old
� Drivrway
�
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r
vy
W
v
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� ra.
nu az .
Alt �itc
r�, �i� ss.
n�� R�.
Scale:Approx 1 inch=40ft
� aa�� ��,ada�d �
Kantly MalKow DRP Re� �i.7jZ7
Mn Vaticy Excav�ting Lic I12U85 12/13/U7
2007-12-14 11:42 MfVVALLEY 5072483501 » 952 474 4193 P 6/16
� Mound Design Worksheet (Far flows up to 1200 gpd)
All boxed►ectangles mus!be enfered,the rest wiHbe calculated.
A. f L�W
EsGmated 750 gpd(see fx�ure A-U
or measured x 1.5(safety tactor)= 0 gpd
8. SEPTlC TANK LlQU1D VOLUMES
5epbc ta�k capacity 2250 gallons fs�f�9ure G1)
i� a spaci �n on�
Number of Minimum Capacity with Capacity with
Bedrooms Capacity Garb.Disp. Disp.and Lift
2 or less 750 1125 150Q
3 or4 1000 150Q 2000
5 or 6 1500 2250 3000
7,8 or 9 2000 3000 A�
C. SOILS(Site evaluation data)
1, Depth to resvlctlng layer- 2 ���
2. depth of percoletion tesls= 12 inches
3. Taxture loem
4, Soil foading rate(see F'gure D-33) 0.6 gpdt t�
Parcolation rate 9 �►P�
5. °�Land Slope 9 °b
D. ROCK LAYER DlMENSIONS
1. MuIGply average design 8aw(A)by D.63 m obtain required area of rodc layer:Item A x 0.83=
750 gpd x 0.63 ftvgpd= 622.5 ft'
2. Determine rocic layer w+dth =0.83 ft lgpd x Linear Loadin Rate LLRy(see LLR chart)
4.83 ftZlgpd x 12 - 10.0 ft
���
LlR Chart
Peric Rale LLR
<120 MPI <=12
>=120 MPI <=6
3. Lenglh o1 rock leyer=erea divided by widtlt=
622.5 ft2 / 10 feet= 62.3 feet
E. ROCK VOLUME
1. Multiply rock area by roc�Cc deptfi b get cubic feet oF rock
622.5 X 1.2 ft= 747.0 ft�
2, Divide ft�by 2T ft3/yd3 ta get cubic yatds
747.0 ft3 1 27 = 27.7 ydz
3. MuNip�y cubic yerds by 1.4 to get wei�t of rock in tons;
27.7 yd' X 1.4 tonlyd� = 38.7 tons
F. ABSORPTION WiDTH
1. Absorp6on width els absorption ratio(see Fipure D-33)6mes rock layer width
2 x 10.0 ft = 20.0 ft
Page 1 of 6
2007-12-14 11:42 MNVALLEY 5072483501 » 952 474 4193 P 7116
1.5 MOUND SIOPE WIDTH 8 LENGTH(Greaterthan 1Yo)
t. Dvwn5lope ab5orp6on widih=ab5�rption width minus rock layer widih Clay
20 feet - 10 feet= 10 feet
2. Calcutate mound size
UPSIOPE
a.Determine depth of dean sand at upalope edge of rodc layer=3 feet minus distance to restncting laye�(C1)
3 ft • 2 ft= 1 fest
b.Mound heighl at 1he upsiope edge of rock layer=depth of dean sand for aeparation(G2a)
at upslope edge plus depth of rodc layer(t foot)to depth of cover(1 foot)
1 R i 1 ft+1 ft= 3 feet
c.Upslope berm muldplier based ati Iand�Io see figwe a34)
Select berm multiplier of 2,94
d.Upslope aridth=berm mul6plier(G2c)6mes upslope mound height(GZb):
2.94 x 3 ft = B.B feet
DOWNSLOPE
e.Drop in elevation=rock larer width(02)Gmes pe►cent lend5lope(C5)I 100
10 ft x 9 96 !100= 0.9 feet
f.Downslope mound height=depth of dean sand tor sfope difference(G2e)
at dow�slope rock edge plus the mound height at the upslope edge ol rodc layer(2b)
0.90 ft + 3 ft= 3.9 feet
g.Downslope barm multipiier based on percent land slope(see Figure d-34) 5.18
h.Downslope width=downslope muttiplier(G2g)times downslope mound heighl(G2�
5.18 x 3.9 - 20.2 teet
i.Select greater of G1 and G2h as the downsbpe width 26.2 feet
j.Total mound width i�the sum of upslope�G2d)widU►plus rock iayer width(02)p►us downslope width(G2ij
8.8 ft• 14.0 ft+ 20.2 ft= 39.0 feet
k.Totel mound length ia the sum of up�lopt width(G2d)plus rodc layer length(D3)
plus upslope width(G2d}
20.2 ft * 62.3 ft+ 20.2 ft= 102.7 teet
Final Dimensions sl e�1% 39.0 ft x 102.7 fl
1 hereby ce+tify q�et 1 have completed this worlc in eccordance with all applicable ordinences,n,1es and{ews
Rondy Melkow DRP Reg�5327
Mn Valley Excavating Lic tl2085 12112/2007
Page Z of 6
,20D7-12-14 11:42 MNVALLEY 5072483501 » 952 474 4193 P B/16
I.an�slopc > 1 �7: sic>pc
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i � Ia" vF a.�e� �n cc�n c✓'
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� l:�st� k 1•Hc{thl(;Z111 Sti51i1►,ll)21 /O �p,�. ft
� �4r�. .« i t_��,lhl l)11 .�,q.. . ------ —•
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Page 5 of 6
•2007-12-14 11:42 MNVALLEY 5072483501 » 952 474 4193 P 9/16
PRESSURE DISTRlBUTlQN SYSTEM
Ak OoxeO�ecta�pks mus(De entercd.tne resl wlll De cakulafed,
1. Select number of pert�rated laterals: � •�••�^ �•�• �•��~•
_..__,..._._._._._...--,--•--------
f:•_..._._..-_-_.._.._....._�. ___.. _�_.
2. Selea perfo�tion speGng- �fc � . .. ,~,�.. _.... ,yl,� .,..�-" JI
�.�.: ..,
�
3. 5ince perforvtions should not bs placed ciose�that 1 foot to ::' ':'::«".:. -��
the edge of the rac�c layer(see diag►em).9ubV8Ct 21ee!irom
the rodc iayer Ie h
63 -2ft- 81 ft
4 Dekrmine the number of spBCes beMreen perbratio�s.
bivide the length(3)by perforation specing(2)and round down to nearest whole number.
Perforation spaCing= B 1 ft/ 3 fl= 20
5. Number of perforatwna is equal to one plus the number of perforation 9p9oe9(4),
•Check figu►e E-4 ta assure the number oi perfaations per tate�a�gua�sntees
<�p96 discharge varialion.
20 spaoe9 t t = 21 perforationsllateral
E-+►MaYtmum Number of 1l4 lnth perforstlone E-6 PeAonUon Dlsch�r e M GPM
r Istsral ta uarsr�.<10'�4 dllch�r e vartallon Head Pe�iorations diamefer
Perioration feet inChes
5pecing 3/16 7132 1l4
feet t inch 1.25 inch 1.5 inch 2.0 inCh �° O.A2 0.56 0.74
2.5 8 �a �e 28 2° 0.59 0.a0 1,04
3.0 8 13 17 26 5 0.94 1.26 1.65
3.3 7 12 16 25 s. Uas 1.o roart fa ilnpNam�h►wme�.
4,0 7 11 15 23 b.Use Z.o taes tor�yu�:�p ase
5.0 8 1� 14 22
6. A.Total number of perforations=pertorations pe�lateral(5)times number of faterals(1).
2t perfs�lat z 3 faterafa= 83 pertorations
8.Caloulele the bquare footage per perforetion.
Recommende0 value Is 8-10 sqNperf.Does not apply to al�►ades.
1, Rock bed ares=rock w�dth(R)x rodc length(R)
10 R x 63 ft= 630 tt�
2. Square foot per perfcratfon=Rodc Bed Area/numbar of perts(6)
830.0 f►� r 63 verls = 10.0 ��perf
7. Determine requ�red Aow rate by multlptying the total number
of perlotetlons{6A)by flow per pe�foraGons see figure E-8}
63 peris x 0.74 gpm 1 perfs= 46.6 gpm
6. N laterals are connected to header pipe as shown . ��--''
in Figure E-1,to eeleCt minimum required late►al � ,
diameter;enter figure E-4 with pe�toratio�spacing(2?and ,�� . .
number of peAorations per laterat(5). �w�.•r•� No�.+v�.+�w.a a�^dawn.�..
Select minimum diameter for pecforated letersfs= �inches
9. If peAorated laterai syatem is attsched to manifold pipe ��;„�;°;,�� � ,
near the center,like Figure E-2,peffordted Iateral length(3) . .
and number oI pertorations per Istet�l(5)will be approximatety �
one helf of that in step 8. Using these value9,seleCt ��';�'
minimum diameter for peAo�eted leteral' QinChes. '
I hereby certify that I have completed Ihis work in accordance with afl apDNCiible OrdlnanCe6,rulps and lawa.
Randy malkow DRP Reelt 5327
MN Valley E�ccsvating Lic i12085 17J12l07
Page 1 of�
2007-12-14 11:42 MNVALLEY 5072483501 » 952 474 4193 P 10/16
� DOSING CNAMBER SIZ�NG
AN Do,red redenplea mrw he e��lered.Me ieat wAN be cak�aMd. Wldth
1. Detamine e�
A Redsi�gie ares=l x W
d.t A x 10 R = 41 It� � Length �
8. Ciida erer=3.1�w rsdp��'
3.14 ■ 0 �II = 0.0 R'
C. Ge1 ares(rom menuf�cnxe �� Rediva
2. Cslalets ge4one per inch
Thete e�e 1.5 gellona pei cuEic fad d vdirne.�eretas muPoiply dte sraa(1A B a G}
6mee lhe Conrersiwt 18da 9nd drvide bl�12 indt66 Per bot b�IR�ale q�IlOn P6r ind�.
St�leoe�re�k 1.5!t2= 4t It� x r.5 � 1tinH1 = 25.s geron per hdi LvpN T�nk:
500 p�llon�a
3. Ce�ulata tnW tWc vokms 19Q1�i the d�lly flow
A peqtl,4wn ycpom d;r,�e�ppe b t�dc banom = a9 in or Altemating Pumps
8. Tat�1ar�c�alume=depth trom Oot[am d inlet PPe W tx�dc botlom(3A)x 9aUu+(Y)
- 49 in x 25.6 galrin = 1255.6 gdlona
�. Cdae�ste goMare M oaer pwnp(wi�2-3 in�lbs of wsler oovs�f�+Y P�mC?
(Pump and dodc " M•2 ind�o6).gaUOn Qer N�d�
( t7 • 2 in)x 15.6 g�n = de6.9 qillo�w
S- CelwleEe lotd punpout voNxne
A. Sde�t �ae fa 45 do�e� d Gelwn Ooee=4Dd(se9 FiQv9 A-1)/tl�es per dey=
750 gpd f 8(� 5 -�do�eaMeY = 150 grlms
A•1 E�tlmat�d 5�r�pe FtvMt in GPD E•7D Vdums M Uquld In Pip�
Number d Pipe OiamMer liquid per Ioot
g�pppmg Q�g I CW6611 Clsta pl Gese IV ind�e! e110ns
2 300 224 18ti 60%of 1 0.0�5
3 ISp 300 218 tAe 7.25 0.078
4 600 37i 256 values 1.S 0.110
5 750 �SO 29, in the 1 0.170
6 DQO 525 332 Clais I. 2.5 0.250
7 t050 600 370 II a II 3 0.380
s ,zoo e�s �oe oo��,a � o.eso
e. Ceia�are dr�need�
�. oe�e�►���+e wt�ave��+yd+ �o.o n
2 Oetenrrine fiQuid voluttie d pipe. �-17 g�R(see�g�e E-101
-r�r-.�•:ttc F� i
3. O�einback quen6ry= 30.0 R{581)K 0.17 gaVR(SB2)- i.t gal ��: : .._.......... .��
C. Tad pump at volume=dme volumolSA?•drainbeck(SBJ) . , . �:;�
150 galtone• 5.1 gallons= 155.1 gai i t:. ,
` ,. `i
i::. �..... . t;
6. Cslalete Aoat�eVe�Mion di�lenc�(uw�g bota�p+�!wM,me) t;�
ToW DumDout volune{SC)I qeUind�111 , .:'r . .' � ✓ f:`
755.t pol I 25.8 yevn = 6.1 inth ;:;' ': " . .. . . , ,
:;i , .. �
���In�rirern.:arr.rerrl�tft�i{;'
7. CiIW18I8VdU1TIB(Of81BIT11(typICBN�Z•311K11ES) ;.�::r.�i.u.:ni::ua:t:c:u�n��
Na�m dep�h(nthl x yallontNchf2) = �in x 25.6 �n = 51.25 pe1
e. ca�a�e Eo1a1 gelwns=g9uons aa oumotel'9d�^6 w�aSC)�9�bna e►arm(��
48fi.g pal + 155.1 py • 51.J gel - 693.2 gal
9, Tot�lenk devh=lotel 9�lona(S)�9aMav�n(�
d9�.2 g�lons/ 25.625 p�Ym = 27.1 in
Reeoinnfend�d
Calalste�saerve caDadH(759G d the doily uow) 4
Dail Aaw a 0.75 = 750 x 0.75= 562.5 ollone
I heleDy oertify lh6t I have wmp�eled ON6 w�0�in aaoadenoe w{tlt dl Applicabls OrQmens�s.Mes md law�
Randy Malkow DRP Reg X5327
AN 1Mllep E��evaling lic�12085 12/13R007
nege t of t
,2007-1z-14 11:42 MNVALLEY 5072483501 » 95Z 474 4193 P 11/16
• �; - - - -
Pra�p�rty ow1nr{��: JMn iiuiiCSei 9
Addrws: Lut 3.Block 2,Graham Mill,Orano
P.I.D. Sectlon: Town�hip: R�np� W
pau; 12tpN7 Tim�: 2pm YW�tAareoMitbn�:StXlfly
n weNnasa
CMCk 111{M�I�pWy: enweiono awallin� 1( po�euion.�es topo.wa a
n�w� Oxifliflfl dilf V kcp�p
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Parsnt m�lsrlal: 7�f VpeWlon typ�: Wuoaa
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ABuvium
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Darnh,ncnos Tarnw C� Suvcwro Camiwenee k�es Tenwe cowr 5ducpw Ca»niana
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18"�20' LOMit 1 3!1 bb[K YO'•22� 101M�1 1
20'•78' C7e LOlm t 4f1 Bbck ?2'J�` C lWm 1 V3
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28`3�' GM lwT 1 �!1
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oring6 Bo�ny 6
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0 th �d+�sl Taxtu'a Cela S1MxN�8 GOnNi19/�0e M rxh�� T�fqyrp COIDr SWCtufe CWIMBtB�c6
I hereby certiN that I have compieted thia work��ACCordBnce witt►applicabie ordinances,rvles and laws,
Randy Malkow DRP Reg�I►632T Date December 1 Z,20Q7
Mn Valle�r Excevetinp lic�2085
331�9 State NwV 19.Hender6on,MN 56044 Phone�812-887-4701 Fax*507-248-3501
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,2007-1z-14 11:42 MNVALLEY 5072483501 » 952 d74 4193 P 12/16
Loas of Soit Borinqs
License !l610
LoCatio�or Project: �'rc::osEd tct 3. BIOCk;:
Borings rnade by� Rusty Olson's Soil and Pe�c testing 2f5l20D7
Classiticatlon System: AASHO ; USDS-USQS-SCS X : Unified ;Other
Auger used(check two}: t4and�,X�,or Powet_.Flight, Bucket�r Probe JX�
�8or ng N�mber_3�Surface Elevation_991.6__ MotUed So�l at_2 0 feet �
0"-�4" Dark brown bam 10yr3/2 H2a press�:�:_Xv.
2a"•?8" Rusry brown loam 10yr4/4 A�„T (3 (
28"•30" Rusty brown loarn 1Dyr514
�eon�g Number_a_ Surtace elevaiion_991.6_ Motlled Soil a►_� `�_ feet
`0-12" Dark bro�wn loam i�yr3�2 H2C present at_X_,,, . �
�12'-16�� BfOw,� kam 10yf4;4 �(,,,� �� ;
�18 -30" Rusty b�own loam 'Oyr5/< . � v E
i _ ._. . _. __ ..
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t!o-mg Number�6_5ur�ace elevdtion�°�0,-_ �^�ari;ea Scil at 2.2_fe��
�)-24" park brown loam 10yr312 H20 pre5en!at_X�.
24"-26"8rown loam t0yr4/4 �(�1 $3
28"-:i5" R��sty �rown barn 10yrj!4
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-DAT �� TIME "
CITY OF ORONO CALLED IN �� p
INSPECTION OTIC SCHEDULED ���s���O �=30
PERMIT NO.�� OD�7� COMPLETED _ �_ ��
ADDRESS 3300 G/"CL�� �JQ ��,
OWNER CONTR. %�GD
TELEPHONE NO. 95Z Zg 2 J�2� 7� /��
� DESCRIPTION �Q�—�—J
� ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING
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� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
� ❑ DEMO-FINAI. ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
T ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVA�
J ❑ P�UMBING FINAL ❑ FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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�CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
O INSPECTION REQUtRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z� 249-4600
OwnerlContracto n si :
Inspector.
Wh'e Copyllnspector's File Canary CopylSite Notice
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DAF�� TIME
CITY OF ORONO CALL D IN �l
INSPECTION NOTICE SCHEDULED �-�
PERMIT NO.���v���7 COMPLETED
ADDRESS �� ����� ��-� �
OWNER CONTR.�� ���
TELEPHONE NO. �J"�Z"Z IZ -�J�� /��Yl. /�"/��
� DESCRIPTION G � �S � � ��
� ❑ FOOTING MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAM�NG ❑ MECHANICAL FINAL ❑ LAKESHORENVETLANDS
y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPIJ�INT
� ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOILOW-UP
_ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Ca11 for the next inspection 2a hours in advance. (952� 249-46�0
OwnerlContrac r
Inspector.
W te Copyllnspector's File Canary CopylSite Notice