HomeMy WebLinkAbout2000-P02333 - new septic �
CITY OF RONO PERMIT
O Permit Number:
2750 Kelley Parkway - PO Box 66 Po2333
Crystal Bay, Minnesota 55323 Permit Type: sept��
(612) 249-4600 Date Issued: ai�3ioo
SITE ADDRESS: 195 Crystal Creek Rd
LONG LAKE, MN 55356
P ID: 33-118-23-32-0004
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: HAYES& SONS OWNER: PILLAR HOMES INC
PO BOX 191 185 CRYSTAL CREEK RD
MAPLE PLAIN,MN 55359 LONG LAKE MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STR[CT COMPLIANCE WITN ALL CITY OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
---�� ' �.
��, � �t � �
APPLICANT PERMITEE S[GNATURE I� UED BY SIGNATURE �
�/
Copies: City,Applicant, Assessor, Finance P,
.
. J Cr,,1-3�3
CITY OF ORONO S�PTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkwav)
Crystal Bay, MN 55323
JOB SITE ADDRESS: ; C� S �--�''�-1 S'� � �-`��k—
Occupancy Type: Residential ✓ Commercial Other
Permit Type: New or Replacement System, $100.00 �Y
Repair Existing System, $ 50.00
(Tanks or Drain�eld)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: �; ( '�,r �,a n�� Phone Number:
Mailing Address: City: 7ip:
Contractor's Name: ���r.S -4-�W�5 Phone Number: �{��-����z /c��5-- 5 s 3 0 ��t�/
Mailing Address: ��;_�� ��`� 5�. s E City:�7af1 t.-�,;� Zip:�S�r�
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the City Offices and work must not begin unless the permit card is on the job
site.
2. Permits will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required
after rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24-
hour notice is required for all inspections.
a
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
� 1. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
-�� �, 2. I will be installi�n the following:
A. Tanks: ✓ Precast Concrete Other Manufacturer 1�,.� rw , -,
Tank Capacities: 1)� o<� gal. 2) 3e.�c; gal. 3) �_ gal.
B. Pump Station (if required) �/Z � �P �
Pump make & model �v���i l ���1� (attach pump curve &
literature); system design requires �_ gpm at feet of head.
High water alarm make & model �,;,� j�,�".� _ Outside
electrical work to be completed by installer ��electrician
other . Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions 10 'x (�3 '
Drop Boxes Sand bed dimensions�'x�v'
Distribution Box Pressure Dist. Pipe Diam. i '�i "
Maniford Pipe Diam. Z ��
D. Final Cover/Topsoil to be: 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 work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
� '�C�
SignatureofApplicant: Date:� ��1�
MPCA Certification No.: � �{- �
Staff Review: A,�Sp va /ti Denial
�
Reviewer: ��r ���� Date• �- �� � C''
Reason for Denial:
� � Westwood Profess�nn�l Cwvi�es, In� �
104 M.nty D�ivF,Su��tr�
Huflalq MN 5531;
Nu��cmhcr 3O_ 19�)9
Phone:612-682-2587
fax:61?681�2G39
Toll fie�e� 1-888�682-1587
Fina�l�wps��we•,n��oocus ir,r,
��1��31" HOI11eS
7�10 East Lake Street
��'ayzata, MN 5�391
RE: Septic System Site Plan for Lot 7, Block l, ofCrystal Geek, tlennepin County Section 33.
To�vnship 1 18, Ran��e 23, Minncsota.
Dear Steve:
This proposed on-site septic system was designed for a 5 bcdroom home, with an estimated tlow of 7�0
gallons per day. Due to mottled soils at a depth of 26" in the primary site, the primary system will need
t�� be a mound s��stem ���ith I?'� �t'sand under the rockbecl at the upslope side. The site in ���hich this
s��;ten� is proposed has a a��era;��� e�istin�� �>round slopc of 6",,_ and perc��lation rates ran��in�, frc�m 7.9-
1 G '��]P1. The rock bed size ��ill hc 10 feet ���ide and 63 fect ion����ith the overall dii���nsions of the
primar�� m��und bein�� 8� feet lon��and 38.7 fe�t wide. The mound s}�stem ���ill require t���o 1�0(� ��allon
septic tanks and a 1300 «allon pump tank. �
:�n alternate sepiic s��stciT� ha, h�en sho���n on the pian t�� ;h���� thn� th�r� is enou�h undi;tiirhed area on
the lot to support anothcr ;eptie s��st�m. "l�his svstem ���ill aiso nce�1 t�� be a mound systein. Mottled
s��ils were found at a depth of?6�� and the average slope of the area is 6%. This system will not need to
be constructed unless the primar` mound fails.
Certain precautions will need to be made to protect the areas in �vhich the above referenced septic
systems are proposed. Both primary and alternate septic areas have been or will be staked off. [t is
critical that tlle soil is not disturbed before, during, and after construction of the system.
These systems should treat the septic effluent effectively if the sy�stems are installed properly and are
maintained properl}'. It is recommenced that the septic tanks be pumped every two years. This will
reduce the chance of solids reachin� the mound system. It is also recommended not to use ezcessive
amounts of chlorine, soaps, and chlorine products which can kill bacteria in the septic tanks. This
bacteria is needed to treat the septic eftluent.
If yuu have any questions in re��ards to this design, I will be happ�� to ans���er them. I can be reached at
(61?) 682-2587.
Sinc�relv,
� �
�
�-�- �;.�/
,,`
Rcrnie Miller
Se�tic �ite Designer
Desiynnig the Futu�e Today smre 191'
� � MOUND DESIGN WORKSHEET
� (For Flows up to 12U0 bpc�)
A. �'�W E�[unucd ScaaRc Flow in C:allc�s per Day(gp�)
Estimated �SO gpd N,a„�, —
or �Yr�i ryv�ii iy�tii
or measured __ x 1.5 = --- �;j'd. �i�«,m, �y��v
2 lcxl 2�5 I BO �
B_ SI�:I'TIC TANK LI(2UID VOLUMES e bai iis zs6 �
5 7Sq �50 29d
a-►300 A��0�1 5e j g�]p� 6 900 525 332 �
1 - r Soo 9allo•� P�v,,�p t.,�1� > >aso � 3�0 o�,e
8 1200 675 408 �`�'
C SOILS (refer to site evaluation)
1. Depth to restricting layer = o� � �� inches h��� �� �,""
2. Depth of pereolation tests = / Z " inc-hes `""�`' `""°"`'
3. Percolation rate �,q- ��, mpi �«� �so �.,u
4_ Land slope � % s a v i:so zz�so
�«a z.000 3.000
wQ 9 See fig.C-6 (z 1.5)
D. ROCK LAYER DIl�IEI�TSIONS
1. Multiply fl�w rate by 0.83 to obtain required area of rock
layer: A x 0.83 =
�So gpd x 0.83 sq. ft./gpd = �sq. ft. (6 30�
2 Select width of rock layer (10 feet or less) _ _ 1 U ft.
3_ Len�th of rock layer = area =u7idth = Rock Beei
�� sq. ft. y �0 ft. �
- ��__ f� ti-.�ti•�•�•�•.•.-ti•ti•.•�•.-�•.•�-��
1'.{:t:tir�:�r'f'r''''"'r'r'''''r'�
ti•ti•ti•ti•ti•�•1•1•ti•ti•ti�
ti:L:ti:{:ti:ti:L:ti:ti:ti:ti:�,fti:tifti:ti:ti idth <_10 ft.
ti ti�ti�ti�ti�ti�t�tifti�tfti�ti��fti 1fti?t
.f.f.t.l.f.t.f.f.f.f.r.f.f.f.f.f.
E. ROCK VOLUME � �S� � �
1. Multiply rocic area by rock depth to get cubic feet of rock;
6a3 �. ft. X�ft. = 6�3 cu. ft. (630�
2. Divide cu. ft. by 27 cu_ ft./cu. yd. to get cubic yards;
�a3 �. ft. �- 2� = a3 �u. ya_
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
�_cu. yd. x 1.4 ton/cu. yd. = 3 a tons.
F. ADSORPTTON WIDTH � �,w,a�,s�, Tible
1. Percolation rate in top 12 inches of soil is �9 16 mpi Pelro,,ti�,R,� �a. A.md
t�t;�,�,u,�II,a, Soi17'exture �,� '�`,a,�`e
(mpJ ra.a .b�.wa.
ad,
2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand i2o i.00
0.6o gpd/fr� o.� co� sana izo �.00
0.1 to� fiine Sand" �.� z-�
6 to 15 ndy Loam 0.79 1.�2
3. Calculate adsorption width rario by dividing rock layer 37 to 4 ssi�m o50 2-ao
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to�� Clav Loam o.as 2.6�
1_20 gpd/ftZ1 0•6Q d/ft� = a .0 p 6� co�Zo C�ay o.za �_oo
gp Slower than 120 Clav
^5«!}uvv�t 5QR ar more d fu+e or very fine sand.
4. Multiply adsorption width ratio b}' rock layer width to get
required adsorption width;
.00 x t� ft = � ft
� , I >t �lti N`,I � )I'1�. f�I�:I:M 1N11 � I i I � ���,�. � ,,.�,, �
1 l� l.�n�ltil��j,�� i�; 1'Y, or more, �
�i�l�tr.3� t r����k lavc�r ��idtl� trc�n� .��1ti�,rf�ti,�n �,�i�11f� � . _ soe .�
l�) <)1�1�7111 Ti111111TlUill (�ll���Ilti�O�� �� t R�xk !� �000
l' t'I-ill ill�' t ]��an'.an,i
ao_ t t _►�— r�i = - lo r���t Na,,,,.,��.,,,� - _ �. r���,�
:' t�.31� i�1.3tf> Minimum m<�u»�j ti»�� ,.m��„u .
� f >��i��rn�u��� �j����th ��t ��1��.3n ti.�n�j f�ll ,�t ��,,.�,,,.. �,�,,,��� i i,,,w„�i„�,.��,���i�i�
,_ I
il �'.�(l �t' C'l� ��' (lf TOCk lil l I - Atnor��rinn W�d�h --
{ � }, y j '�� k„��.w�d��,
`;c�,�aru��c�n. :�' a ft - � _ teet i •
h r�d� depth ot clean san�i f��r se�ar.3ti��n (?��)
at upslope edge, depth of rock layer (1 foot) t�� depth ��f ��,����r
(1 foot) to find the mound height at the upslope ed�;< <>f r���}, laver;
_Lft + lft + lft = � feet
- - __-- --- —
�. �nter ta e with landslope and upslopt berm Upslope W�dih
ratio. Select berm multiplier of 3 � ��
Uptilop�•�'�dth ��000POD�,�RockBed �000nb 4a U slo W�dth
d. Multiply berm multiplier by upslope mound - a� �,�,�d� �e� P �
9�evG�Oao�� ,o Oo00➢b�g
height to find upslo e berm width: QOoa�000 QP•�p¢th6DU Hu QeoQo Qo aD a i
3,a3 x 3 - 9. � feet L �
_ � �
e. Multiply rock layer width b�� 3 :
lan��lc�pe to determine drop in ele�ati��n, � �o.,�io�w�a�,
i
o A2ztomnon 1�',dti�
_1_r�_�� �r� = loo = �_ f��t i ---
`_ :��'� u�_}tlt oi Clean saTld 1or Slc,��r i---- ------���
d=fierence (2e)at doivnslope edge, to 7°�'�ns`I` -
the mound height at the upslope edge
of rock layer (2b) to find the downslope height;
0,� ft + � {t - �feef
�. Enter tahle �vith landslope and downslope berm ratio. Select
berm mul�plier of .S . a�6
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
s,a 6 x��_� feet BERM SLOPE MUL'I'IPLIERS
i. Compare the values of step�.1 10
and Step G.2h Ig_ �a DOWP;SLOPE UPSLOPE
Select the greater of the two values as the ;oo� b"�@"m�s�or�arioas bcrm multip6«s for.arious
bcrm slope ntios berm slope ntios
downslope berm width; �� feet
)�
Total mound width is the sum of � ' ' � 5 � � � 4 � 5 � i � i s i '
uF�slope berm (G.2d) ° ;� a�� s.o b.o zo 3 o Q o s.o 6 0 �o s o i
width plus rock layer width (D2) ' '°`' "% s'-6 a 3s �s3 z 9� ;as a�b s�c, b s., ��,
-' 31� � ;` SS6 6S: 8.14 ?g: ;'IO a5a 536 61� 69(i
plus downslope berm width(G2i),
� � ft + �O_ f t + 1 Ci �� z 3 :(�� a sa 5 8k 7 32 8 86 '.7� �57 G 35 S pr �79 6 0 5 '
—i h = .�n'� feet ;�� � ,,, ,. ,, ,Q� a„ ,�,� ;�< a ,- :�, �,;� �>c�,
}�. TOt31 mOUI1d IC'Il�l iS t�1�' Sum 02 u�SlOpt' S 3 S: < <w, �,c,' 8 S7 io_7� z 6i 3 3� a 00 a 6� 5 i4 5 7;
berm wid th (G.2d) plus rock layer l��rls;th (D.3) �� ��� � ,,, - ;, �,n i�o� �sa a�; 3 as y„ ��: s��
plus up5lope bernl width (G2�); � ' �so � <<, �dv io 3a i3�3 z_ar z i� 3�o a zs a�o s i3
�_L ft + O � lt + �� ft - $� feet H ��� SKh H�Z 1154 1591 ?1? i0' 3S7 40S �dV 4Ht;
v � I 1 h'� 9 c19 I 3 04 I 8 9? ?3t 'Ya 1 4 S
3 40 � 10 a b S
- -- IU � '�; r,6: ;�1�x� IS-W 2333 '31 'bb ; 1� i�� a � ' �aa
� Final Dimensions: �� „r � �: �� �� �,�, «,,, : :�, �,> >>� ,�� .�,
� . . .
�� X �O. �" �.� i�,�, ' �,� i�vi :lai aZ7S 2'i � 7�, 1i: �av �xr� �05
---��---- ---- ----- � — ---- �
" MA�NHOLES -� - - ��-
�-- ---=�- �� �;�.°� ° - _- ,�..
- ----- ��7 � ------.r ,�� ; i �\\
� � �,�' �� � T P���� ' � - - , -� �.�
i �; bl =----''___--, i��,-— -- ' " - - - -
� �' � S U --- ---- ����� � _ _ _. __ _'—''- _.
,I �. II �" .. ` . __ _
. I
_ �` '�'`'� � ��' �
� , ;
P !I �I
I ' �
,� ;? I
� __- :/'
----=-•,� - —
, .� _ __
J SEPTIC �' P�!��''p�'��G
a � I 300 yalb�5 TANK ,'r�" � 1.300 �a�lo�S
_ � .��,�
� Fur�P �OCATED iN PUh-1PING �-,'� '�i�
REOWOOD, CED OR
WATER TIGHT & LOCKAB�E ELECTRIC B�X TREATED POST�4 x 4 min )
PLUGS OR ELECTRIC CONNECTIONS � �� NSIDE BOX�C CONNECTIONS MADt
2u PVC CONDUIT SCHEDULE 84 --� pS ACF LOOP OF
MANHO�E COVER CHAINED & LOCKED 6 P SETTLEMENTER CORO FOR
S�ALED MANHOLE RINGS �
FINAL GRADE
�
- AT LEAST 12" ' �
��� BELOW GRADE
� � W1 RE FROM P01NER SUP�'`Y
��v �/� s PIPE fS LAID ON A UNIFORM SLOPE FROM
�. �UMP STATION UP TO SOIL TREATMENT AR=a
►� . OR pROPER DRAINBACK
SEALED TANK COVER �-- IF PIPE AT TANK MUST BE LOWER THQtJ
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/4 INCN WEEP HOLE MUST BE USED
WITH ANCHOR WEEP HOLE
ALARM FLOAT ON SEPARATE
I ELECTRICAL CIRCUIT
` NOTES� EI.ECTRiCAL WIRE FF?OP�1 PO'J��tR SUPP��
STAR�T l„�yF,� � _ � Ml1ST NOT RUN OVER ANY TANKS BU�
- - - �'� ^ MUST BE l.1aiD BESIDE OTHER TANKS
,
7S-188 �� . ;;,�',� �e� 3"� �� AND MUST 8E PL.aCED �N CONou�T
; Cyci� se� G-+ ��yc�Qs PQ� day ALONG POST
SHUT - OFF LEVEL,� _ _ _ ELECTRICAI. CORDS FROM PUMP QND
� FLOATS MUST BE RUN THROUGH
' COND�)IT. WIRES CANNOT HAVE GROUNC
' PUMP CONTROL FLOAT CONTACT.
�0� �
�
Fi<_7 ure F-k
PRESSURE DISTRIBUTION SYSTEM Geotext�Ie(abric
1. Select number of perforated laterals 3 '
uarter inch rforations s aced�3' 12
2. ���lect perfc�rati�n spacin�; _ __ 3 _ feet. 9-�f r�ck
3. 5ince perf�>rations sh��uld nc�t be placE�d cic>sc�r th��n l ft. t�� ['erf S�z;n�;7/32'� - ]/�.. -
the ed �� of the rock la er 5ec dia rram � �'��rf 5p�c;n�; t_5•-s
$ y (,� �, ), subtrart � ft. frc�m
the rock layer length.
K�,�k ia— �,�r�� - 2 ft. _ � � feet.
-�. Dct��rmine thc nurnbcr e>f spa�c� betwecil perf��r,�ti��rz�. H';i';'r���'„!.`�°„�","o`°`�","
,��� ,h���,,;
Divide the length above by perforation spacing and round °�'"`F" � <<'
Head �l^"r"' ����r,�
down to nearest whale number. `�"Q
1.Oa 0.56 0.74
Length perf. spacing = 6 � ft. = 3 ft. _ � spaces
2.Ob 0.80 1.04
�3� �2� a.Use for single family homes
b.Use for all other applications
5. Number of perforations is equal to one plus the number of
perforation spaces .
ad � Maximum numt;i�:��f�uarter uuh pertc�ration�
S�c"3CE'6 + 1 = _� �JPifOI'd�lOItS��dfeI"d� lateral t���ua;i:_nree;10%dischar�e��aria.��
Perforation j
6. Multiply perforations per lateral by number of laterals to Spadn� , �
ct�t� 1 � 1 z 2
get total number of perforations. 2.5 14 18 2g
3 a 1 3.0 13 17 26
laterals X perfs/latera] �� perforations.
3.3 12 16 25
7. Determine required flow rate by multiplying 4.0 11 15 23
number of perforations by flow per perforation 5.Q 1Q 14 22
� X �m/�� -�gplll• MANIfp�D LOCATED 41 ENO OL PRE55�/RE p5TH18VTpN $1'�'�
nr�°
S. If laterals are connected to header pipe as shown on upper � ��.Y �.��
example, to select minimum required lateral diameter; enter r - %� �
table with perforation spacing and number of perforations '// '��, "-�
�d��rr
per lateral. Select minimum di<�meter for ' �
�erf��rated lat�ral = _�__ inches. '
.., � a nre.auim r�v� i.ire.�.e i.�
r++isi�..i o�sinrevr�o.. w..o.,wi,
`n..vu cn nu�KD„ ,���
9. If perforated lateral system is attached to manifold pipe near �= a`w"'"�"�'�` '>^"'"'� ��
� r..h..�wo
the center, lower diagram, perforated lateral length and - ���. ���
number af perforations per lateral will be approximately one '° ����..,---� �```r-,-� �-.-�
half of that in step b. UsinK these values, select minimum ' ,' i`°�- �
., h . "' ��
diameter for perforated (ateral = � inches. � �_. .- • � �„�.��°` ,,,,�.
`�
,,,�,.
�UMP �ELEC'T10N��x���,xL
A. Determine pump capacity:
Gravity Uistribution
7 Minimum suggestcd iti 2O��,m +
2 Ma�imum sug�ested i�45 �J�ni
Pcrfontion DischarRes in GI'�1
11rad 1'rr(�iriUiin diameti��
I'rctitiur�� Uistlbulion (tcrt) inrh��ti)
� .�. tirle�rt numberof perforatrd I.itrr.�l� _ __ _ _ 7/3� t/a
h tic�l��ct perforation spacin�; _ _ _ feet.
t a, o.5r; a_�a
� �ubtract 2 ft. from thc rocl. layrr Irn};th 1.5 ���,y ��yi�
N.���.,,•��,.�,,n-2 ft. = feet. 2.ob o.sn �_oa
�j. �.�CI�rLIl1I1(ffle I1ll1T1�7Cf Oj S�7diC'� ht'iN�l'CIl }�CffOC3l1011ti_ 3 UsP 1.11 Iui�1 tiin};li�I��imi�,
�_t'Il�;�l �EIf. S�JaC1Il� _ __ }L - ---- �L = ---SpICCti ���kr�'.11 I�'i•1 lur.�m'l�i�nh rl>r.
�� _. _ <paces + 1 = _ perforations/lateral
f_ Multiply per(orations per laterai by number of laterals to
�et total number of perforations_ �_ x ���_ _p�rforations.
� -
� x ��--gpm.
SELECTED PUMP CAPACITY gpn,
B. Uetermine head requirements:
1. Elevation difference bet�a�een pump and point of discharge.
feet
2. If pumping to a pressure distributi�,n s��stem, five feet for pre�sur�� �� �. �.��.�,��.,.�,.
rc�c�uired aY manifold if gra��ity ����tcm, zer��. r.,.—�,.-a
-�- -
�;
---- __ t�:ci ���.. , „ , ,- '
� Friction loss �
a. Enter fnction loss table with gpm and pipe diameter. w<< ,- --
FJevahon Diftrrt•ncc /�`
Read friction loss in feet per 100 feet from table(F-14). �"� �� i
F.L. = ft./100 ft of pipe � " - � t
� • :
b. Determine total pipe length from ptimp to discharge �--��----------- -- -
point. Estimate by adding?5 percent to pipe length for fitting
loss,or use a fitting loss chart (F-15 feet).
Equivalent pipe length- 125 tirnes pipe length-
x 1.25 = feet
c. Calculate total friction loss by multiplying Friction Loss in Plastic Pipe
friction loss in ft/100 ft by equivalent pipe length. Nominal
Total fricrion loss = � x �100= feet p�pe dia
4 Total head requued is the sum of elevation difference, Flow Rate 1.5" 2" 3"
special head requirements, and total friction loss. gPm
20 2.47 0.7_, 0.11
+ + 25 3.73 l.11 0.16
�l� (?) (3c) 30 5.23 1.55 0?3
35 6.96 2.�6 030
TOTAL HEA1_� feet �� 5.91 2.ba U 3y
_ _ — 45 11 0" 3?� U•aR
_ 50 ]�_4n 3_�l�e (I.?ti
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' PLAN vI Ew
� ' ��� Westwood Professional Services, Inc
L O G S )�- $�� L B O R i N G S ❑ 7599 Anagram Drive � 104 Marty Drive, Ste 3
� Eden Prairie. MN 55344 Buffalo, MN 55313
612-937-5150 612-682-2587
toll free 1-888-682-2587
FAX 612-937-5822 FAX 612-682-2639
L�icati<m�ir I'rujcct: Pillar Ffumcs 998U(1 l)at�: I 1:23%99
f3urines ma�l�b�: I�rcm�� I..ing
Classification S��st�m: AASHO USDA-SCS X linitied Olhcr
nugcr uscd(ch�ck t���o) Nrobc X or Po�ccr I lieht or E3ucket X Othcr
D�pth [3oring\urnhcr 1 Ihpth 13oring Numh�r 2
in Surt:icc I:Iccation in Surfacc Elc�atiun
f�et Munscll Chan fc�t Munseil Chan
� �oU�:. �o�r�c3�� � c��, r y,r3
.,
� lr
-�--------��- Lou.,... I�`f�Cs/y �
� ,
_ .
- ---- �-
--------,. —---- ---
LE �U n�.�--- -- 2 S'J --- L p U w� j G 4/t S'���
,� wr�r,�Sa�68�.�r. y/y
3 �-- ��u„-. Z•Sr 6 y 3 �
--------- —
---------yo -
" �.-- lo ( S 2 d-6 ma G`l L�a M w /o �F l rKa / �0 Y�C S�`/
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"'_'_""'_ """"""
6 6
------------ ------------
7 7
------------ ------------
x s
End of I3oring at 40" fect_ End of Boring 3.0 feet.
Standing��ater tahi�: Standing��ater[able:
Present at feet of dcpth. Prc;�nt at fect of de�th.
hours aftcr horine. hours a��tcr horin�.
Not present in borina holc X tiot present in boring hole X
11ot!!ecl snil: 11uI!led.soil
C)bscrved at ?G' of dcpth Ob,cr��cd at 36�� ul�1c�th
Not present in burine hole: tiot present in boring hole:
(�hsen�ations and comments: Obs�n�ations and comments:
------------------------------------------------------------ -------—-----------------------------------------------
' ' ' � � Westwood Professional Services, Inc.
❑ 7599 Anagram Drive � 104 Marty Drive. Ste 3
P E R C O L A T I O N T E S T S H E E T Eden Prairie. MN 55344 Buffalo, MN 55313
612-937-5150 612-682-2587
FAX 612-937-5822 FAX 612-682-2639
Test hole IoCation: Pillar F1om�s 99800
Depth of hole bottom: 12 inches Hole No.: 1 &2
Diameter of hole: 6-8 inches Date test hole was prepared: 11/22/99
Soil Dafa from Test Hole
depth, inches soil texture soil color
see logs
Method of scratchirrg sidewall hub w!nails Depth of pea size gravel in bottom of hole 2 inches
Hour of initial water filling: 11:00 AM Depth of initial water filling: 12 above hofe bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: J Lang Percolation test started at 11:13 AM
Maximum water depth above hole bottom during test:
8 inches Date 1123/99
� WATER WATER
1NTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATlON
� �1��13 START 6 �lu' a,6a-S �d G_6-a-S-- ----_l_6__._ A
------ ----
)� : Z j O S � 1 �G TIME - DROP = PERC
#' ��;.'�'�� REFILL I S G � � S S B
- - � �-------- �----�-------
TIME = DROP = PERC
II •�10 REFILL I!, ! � / �ly / �S ��---- ���S �S��-- C
— — � 1 ! �-------------- - - --
I i:S Y ' TIME - DROP = PERC
�l: l� REFILL � lU O�U TS TIME---- _ --�0�-(_J_ _ .-PERC'y-- D
tr�.3o
13 �-iQ '
�a �r.�y� REFILLI � � '�Ig �. ��S - -�--'�----- l. I aS .---�5'�---- E
� TIME = DROP = PERC
►'��+q REFILL � 3/ S F
- ----<<---- �---Q=-�-- ---�y-�---
/Z•,�p 'I 3 � y O� �S TIME - DROP = PERC
A, B,C B,C, D
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`� O.�O -� A (�.�(� —
.1�n�Jker a u!�7)h: .lbiulle�r a o/!N.l.
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NQTICE SCHEDULED �'��'dv Z% O�
PERMIT NO. l"0 2 333 COMPLETED
ADDRESS � �l 5 C'►�sfw I Cr�ek
OWNER CONTR. �T��'�-S
TELEPHONE NO. � SS� �I SS�
� DESCRIPTION SC/�?!� f-i n r}�
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 INSTALL. 22 FOLLOW-UP
4Qi 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
J
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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� BEFORECOVERING PERMANENT
[1 CORRECTUNSAFECONDITIONWITHIN HOURS. ! PHOTOTAKEN
INSPECTOR WILL RETURN
CITATION ISSUED
�'STOP ORDER POSTED.CALL INSPECTOR
Cl INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-46��
OwnerlContr ct on si�:
• l
Inspector i
White Copyllnspector's File Canary CopylSite Notice
i
______,__ DATE ,� TIME
CITY OF ORONO CALLED IN `/
INSPECTION TICE SCHEDULED z'Z��"'� � '�
PERMIT NO. O Z 333 COMPLETED
ADDRESS I�S C✓`�5�79- � C✓e��- '`�'
OWNER �r I�� HVYn,c� CONTR. �7►4��¢S� J`-tn�.3'
TELEPHONE NO. �----- �
� DESCRIPTION ���- J
lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINA� 5 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTI 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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V BEFORECOVERING PERMANENT
[1 CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN
INSPECTOR WILL RETURN
Cl STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
C 1 INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call f xt i spe ion 24 hours in advance. 249-46��
OwnerlCont actor �it -
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NO CE SCHEDULED 1"��'0� 5,3�
PERMIT NO. �6 a►�3 � COMPLETED �^27 —d J
ADDRESS � �5 C.- �' S��-I .2�=��
OWNER '��� CONTR. I�j'�"�P-5
TELEPHONE NO.
� DESCRIPTION
LL 01 FOOTING 1 MECH NICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEP T. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
Q
? 09 PLUMBING RI 23 SEPTIC FI 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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� BEFORECOVERING
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❑CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN
INSPECTOR WILL RETURN
❑ STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call f th next in pe ion 24 hours in advance. 249-46��
OwnerlCon acto s�ite
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN `1 `Zb-''v 9�n�
INSPECTION OTICE SCHEDULED `1-�-�� �U 3��'C
PERMIT NO. ���3 COMPLETED
ADDRESS �q5 ���I 5��� Cnt=�lc �l�al �
OWNER �����1Z CONTR. N���S +� ��'1��
TELEPHONE N0.
� DESCRIPTION J 1'9�'tkS
lu 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEP T. 21 COMPLAINT
r�r ndAlN
J 07 DEMO-FINAL 15 SEPTIC INSTA��, 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEP 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
J
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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INSPECTOR WILL RETURN
C]STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
C� INSPECTION REQUIRED.CALL TO A ANGE ACCESS.
Call fo e ext in pe tion 24 hours in advance. 249-460�
OwnerlContr ctor n�site
Inspector.
White Copyllnspector's File Canary CopylSite Notice