HomeMy WebLinkAbout1992-004523 - tanks/new system PERMI�
I OF ORONO PERMIT TYPE: :_;����; Lt �ATER
� 1 3 rown Rd. South • P.O. Box 66 PermitNumber: C�tyQ.���:�t
rys I Bay, Minnesota 55323 Date Issued: i�::�i��.;°i�
( 12) 73-7357
SITE D ESS:
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CONT AC R: - A����1 i c a�i t- - OWNER:
C�L�i ER I LL. C-�rf1�F'AhIY I N�: �F.�,_:4:W::;4 F I ER��E E;���E:
�tT 1 , E;��X :�7� A :3115 �_:l��;�_�EX FtD
�►AU RLY MN �;�:J��ia <<:�;i�f�i�i 1��f ��ri��
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APPLICANT/PERMITEE SIGNATURE J ISSUED BY:SIGNATURE��,G�(�
II �{ �� -'�"3
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PLICATION FOR SEP�IC SYSTEM PERMIT
C TY 4� ORONO
L x 66 (1335 So Brown Rd)
C stal Bay, MN 55323
� �****�*#*!rtlr****f#*#i�*f**�t**ir******i�f*�!r*�**irl���*f�*****#f*****f#*�f*���
G neral Instructions:
1� You may apPly �or septic system permits by mail or in person at the
City offices.. However, permits will not be mailed out and must be
picked up ia person at the City offices.
2. Permits a�e not valid until you receive a permit card.
3. Work mast not begin unless the permit card is available on the job
site.
4 . Pe�•mits will be issued only to contractors holding a City of Orono
S�ptic System Installer' s License.
5 . A11 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.
6 . The following inspections will be required for all septic systems:
a) Pre-instal lation site inspection to include inspector, installer,
and general contractor.
k�) Tank installation prior to covering.
d) 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 instal lation 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 comp ly with codes.
7. Individual holding MPCA Installer Certificate shall be present during
instaliation. 24-hour notice is reguired for all inspections.
** **********�*��**�***��**��**************�***#******��********�****��**��
JO SITE ADDRESS: 3/�S �U S s [' j� ✓C cuc=,cc;��
Occ pancy Type: Residential� Commercial Other
Own r' s Name: /�� ��C.��-. Phone:
Mai ing Address: City: L� L�,��� Zip:
Sep i c Contractor' s Name: �lJu c:� �-(�rl( G`; �r,�C Bus. Phone: 6��a - y��`�
Mai ing Address:��� ( � U�; ��� � City: �,L-G-c����-G� Zip: 5 �-3Y0
**� ****#**�**�*t******#****�******�****�********���*#�* #*��:*�*�***�#*�*�
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SEPTIC SYSTEM PBRMIT APPLICATON - PAGE 2 I
Permit Type � Fees (check one?
� New Construction, Full System $100. 00 . . . . . . . . . . . . . .
Repair or Replace Existing System $50.00. . . . . . . . . . . . .
$0.50 State surcharge added to above permit fees
SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES
DO NOT MAIL PAYI�NT WITS THIS APPLICATION
*�*�*��*�#*��**�*�#*****�**��******�******�**�***�***�**�***�***�*�:**�*�*:
NOT$: Applicant must initial all spaces. Fill in all appropriate blanks,
check all appropriate boxes.
Initial
2 1. I have received a copy of the system design including the
City of Orono Septic System Approval Cover Sheet.
2. I will b installing the following: / �
A. Tanks: �Precast Concrete Other Manufacturer Cv�[ � i
��a",�
Tank Capacities: 1) /2 ,�L� gal. 2) �gal. 3 ) �,av�gal.
B. Pump Station (if requi ed)
Pump make & mode l�,�vv K.�,a.�ir,. (attach pump curve &
literature) ; system esign requires ��gpm at � feet
of head. High water alarm make & model T�c,' Sf�cfc •
Outside electrical work to be completed by _installer
�electrician other . Inside electrical work
must be completed by electrician.
C. Treatment System:
Tren che s: s.f. ?C Mound
Depth of rock below pipe " Rock bed dimensions �'x�� '
Drop Boxes Sand bed dimensions yQ'x�
Distribution Box Pressure Dist. Pipe Diam. 2 ��
Manifold Pipe Diam. 2
D. Final Cover/Topsoil to be: � borrowed from site
(show location on site plan)
trucked in
*:::*:*��***::**�*:�*****:�:�**�**�***:*�*�***:*�**:******:***:::�*****:**t
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 i
of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
Signature of Applicant: � �,Lifi�- Date: 7'-2�'�Z-
MPCA Certification No. : �-�� � I
� CITY OF ORONO Permit #
I SEPTZC SYS'rF,M APPROVAL Fee $
�� ��� ����� , .
�, a� .. . - �+ Entered By
.,,� . ...
. , , G� �. :.v, .
T e General Contractor will be given a copy of thi.s report and is
r sponsible fox• its distribution to all sub-cnntractors. SEPTIC SYSTEM
D SIGN IS NOT GQNSIDERED AS APPRO'VED UNLES� THIS SIIEET IS ATTACHED.
N. _ � ,�� �11� Jz�
L TIO .
PHQNS:
G C:ONTRACTOR:
S PTIC CONZRI�CTOR: P$��
('> ��, PHONE:
o L-� 1�"Jc�✓CP, -
-�--APPROVED
� CONllITIONALLY APPROVED: (Note Changes Below)
� '� � � , �nvl�rPi
C 'NTS• � ��',� v3m ' Pr' ..
� � �" .s �,� - �. Ll- �
� � � - - �- � � -- = c � ��� o
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NOTI 8 TO IFSTALLSR ctor (473 7357). Call�Ppnspections 24 hourspinsadvance. � pri
appr vaI of the Inspe
NOTI B TO GgASRAL COATRACTORSe Primary and alternate drainfield sites MIIST be protected
prio to and after system installation to avoid compaction of the natural soil-
7�TT �.�gy� �S :KIIST ng gg!4� O� prior to buildina site excavation and fencing must
remai in pl.ace until final site grading. Approva3. to pour footings will not be granted
unti the Inspections Department has verified that primasy and alternate sites are
adeq tely grotected.
RO V HICULAR TRAFFIC OF AHY lCZND (cars, trucks, earth moving equipment, etc.) is allowed
withi 20' of tested drainfield sites either before or after system construction. This
appl' s to the lot you are working on and al} adjacent lots. You could be held liable for
damag'ng sites on neighboring lots.
pggl pyAR TRAFFIC CAA CgIIS$ SOIL COHP2ICTIOH, RBNDSRING DRAINFIBLD SITSS IINUS�B�$.
Evide ce of tzaffic on drainfield sites may be cause far revocation of bu Wii1 bePissued.
Damag d alternate sites must be replaced betore a Certificate of Occupancy
I
� ��',�.�, ,� � �--=
�I %� ,
Date Approved - � By City of Orono
i�
�'' 1 .ciSTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
� 951 Katydid Lane NE • St: Michael, MN 55376 • (612) 497-3566
(r E" �.)��T p
May 5 , 1992
B b 'erce
L � Block 2
F �K nd
O �n Henn. Co. , MN
T ' s n-Site Sewage Treatment S}�st:en is �esigned for a Type i, five
b r m home in accorclance with the r7innesota Yollution Co►itrol
A n Chapter 7030 and local oritinances .
T e� s ils on this site are SCS soils mapped - LrB - Lester loam.
A sea onally high water table was locatecl at 16" to 30" below
t e g our�d surface. Due to th� sea�onally higYi wat�r table,
a P�re surized Mound System �aill need t� be install�d. 2'he bottom
o th rock bed must be located at least 3 ' above the seasonally
h'gh ater tawle.
T ei s ils at a d���th �f 12" & lt3" have a percalaLion rate av�raging
1 .�4 in/ir�c}i iall 9 TFI' s) and are adeqt�at�.: fur treatir►g septic effluent.
A p�im ing chamber will need to be installed to lift th� ei=fluent to the
t e�t ent area.
T � m ifold and supply line pipe must have back drainage to the pumping
�, c tnb . The distribution pipes shall have their ends c�pped. Be sure
th ' r k and sand fill material are clean. The sod layer below the
en �.r mounded area must be turned over, just break up the sod, be sure
no t over work.
Th p er supply and switches must be located outside the manhole and
pu �i chamber in a weather proof enclosure. A warning device must be
in ta ed with a light and soui�d device, this is in case of a pump failure.
(M *c y floats are a good method) .
A1 I�� n ghboring wells are located greater than 100 ' away from the
pr �o d treatment area.
CONT' D
� r
• Bob Pierce
Lot 4, Block 2
Fox Bend
� Orono
(2)
e all heavy equipment off of the proposed treatment area before and
t construction. The treatment area should be marked off before
n ruction. This Design is not valid & the System will need to
located if failure to protect the areas proposed for On-Site
w e Treatment occurs .
�t proper installation and maintenance, this system should have no
�o em in treating septic effluent effectively.
ot ng other than gray water, (laundry, showers, etc. ) human
�s & toilet tissue should be disposed of into the septic tanks.
�r ge disposals are not recommended. Additives must not be used,
e may cause harmful damage to your septic sy.stem. Recommend
� mp your tank every year if you have 1 tank & every 2 years
ere are 2 tanks .
�
., '
, .
C^
;_���_.___� ,�-..�
, , Steven B. Schirmers r,,�
HS/ s '
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� ��•-� '� P�o��st�� �' � -,� �. ��1 -�0 9r `�i � !'__.\ � � `` \ '.��;' � Note� This system is to be cons!ructe�j to mfet
- � � ��� ( -`�-��5 - - '-, ��, �. �` �__ ; � � � \ ti� ihe Mn,�esoto Poii�!ion Con!rcr A;znCy
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• � � Ca'e��/�/z� PN.6:2 -497-356e ,
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SET- BACKS - �---- �
HOUSE • System must be� �_�
� Tonk saS2� from property iines > - ��--�Ln� c� i}S�L w�o�f� , ^��!
!,!L`-- `� ``� --'� , � from wei!s
���-��-O�T ' - �s: from b'dgs. �
. �-r'°N„ . Treo'ment oreo =�from lakes, _� streoms ,
� Tre�tment orea �� � from property lines N��� �er supply and switches must be located in a
MaNNcc.�S ++��n »." '�,'�from we!15 � weather proof encbsure outside the pumping cFamber and manhole
. Gc►crF��c_ �o'from bidgs.
r -� �' from�rees y SO+L BORING ELEVAiIONS
�
i � r - �. . . 5�-� t(� ��
�min. Ty�� �L _ a�G ;� ^.-.,�+ ,
;� . ��
,n e
� � I _ dia.s� l i e � o TH. 2 �L.-�v�,.� -fH*7 - �;�G�.�G�
� � grode_.� /o
Tank �"S Tf"�.+3��.� 9�'D.3 �H�`8 ^ `"l�e Sc
� ' Tonk � �,G,�.ti -r� �i -��'^„�'
Drop 10 Tonk � "i PRESSURE DISTRIBUTION MOUND SYSTEM .Th••� �L_ -'�-
. „ , � -
. Min. 1 10 S �-Pump�ng
TH. 5 `�.- g��.�
Ma x.l��t o 4� '� ��k=P '��A 1-��-�.� S�-y,�P,�.�o c s J � C h o m be r E�E 1/A TI O'� a t P R O P O SE D P l lMPI NG
, 4�to 6��dia.pipe
CHAM,bER- '1�3.Ou�=-� Paw+�- ��E.
SYSTEM DESIGN -MOUND � �P���� . 'fu P c F �.�-��- `�'��,^
�}Pt�"�-9/`4. LOwI'rS'� �LGOR.- �i4!`•C
TYPE�, � BEDROOM , Averoge percolation rote�min./inch (design.83 sq.ft treotrr�ent areo per gol, of doily sewoge flow)
. �� �� gal./doy x.83sq.ft.�ga�. L?� sq.ft.of heotmeM orea f 10% _ �' `�sq.ff. (.= IOft.width= �_`' ft.length of bed area+side slope run�to 1 x�height= L � fi.x 4 � ft,lorm•area needed)
� qeon rock needed- l.Y�I sq.ft.treatment orea x -L�''depth af rock= � ��cu.ft=27= � '� a.yds(3/4�to Z I/��dia. ,indudes 2��of rock above pipe) �
-��� CleansQnd fiil below rock needed�a,.yds. approx. , sondy bom bock fili�a.yds.approx., topsoii 6��.��cu.yd. 1��� S�a�-�.ow o` �a � � � cL �
Number of lanks required , ��r_i��i�� -Co aoo zo io -C� -s'oeso„Fo.z ��.g��a�+���4�-_ ��-_�_�-t�«
� Ist tonk '��.`'gof. , 2nd�nk GVD�l.mininms PL.u� Pla►-.-,P��� �t�t- �•,,�3c�
Pumpmg chomber copacity- 25% of daily sewoge fbw of ��� gal.=1`!�_gai.+reserve storoge of 15 0�h�./B� s� gal.+pipe bocic droinoge— pRppERTY OF� g� ��-� P���L'� -
of J�gol./IOOlin.ft.of3�dio. supply pipe, lin.ft.needed �S� , .�`�.gol:+monifold�gol./IOO linft of a�dia.pipe,ln.ft needed� , � go�. ��-� y ��o�� a �'�ox 'C�%�.1`�.
' total capacity needed��gol.(Plus areaforpump) us� rn,r�, a►�'o _�,1.«,�. ' �,�n,�n_ t.n �1. .__ �-►�±-! _ � C
.� Distribuiion ppe ��do. , _�lin.ft., ���dia. perforafions���apart - -- -
1 , -
_ ' . ,..:. - v � S'_
� Note� When construct�ng bed - , tnis oreo shaub be shoped . Note= Distonce from treatment oreo to ne�ghbo�ing wetls- Des� ned 9 ��- � �1�� .
�_.�e x,-��� �C"�-? �� I b� ' ! 9 y�
to diven run-otf from entering treotment area. � Date '�/.� /�., ?N. 612-497-3566
' �� MOUND DESIGN WORKSHEET
• � � (For Flows up to 1200 gpd)
A. W Euimned Sewqe Fbwt in O�IWnt pa d�y
� Est' at �S� gpd (see pages D-7 or I-3,4,5) �
� �
or �as red — gpd x 1.5 = — ���,,,. �'�`� �"u �'P`��� �'v
' 2 300 223 180
B. SE ANK LIQUID VOLtJMES . 3 eso soo zia �;
4 600 975 236 .rw
)-1�� -�o��gallons (see pages C-3 or C-5) 6 � iu ;;� ��
7 1050 600 �70 m
8 1200 67S 408 er�.
C. I efer to site evaluation)
,� �� Ile Ti�Y G Nkti M��tle��
1. e th to restricting layer=��6 -ro �o inches �`' '"
2. e th of percolation tests = La'�so t � " inches N� '���°�" `'��n��
�. '�1 ulullult tctl�` f o . y n���l ';«�i' u�u i"•
4. �.a slope 3 % '"` _--"'"' �"'
���-- ,�,�,o—
eve�9 .....
D. R K YER DIMENSIONS .
l. �VI dply flow rate by 0.83 to obtain required area of rock
la r: Daily Flow x 0.83 =
n Sv gpd x 0.83 sq. ft./gpd = �a� .sq. f t.-►-�o y� �Y U "�
2. Se ct width of rock layer (10 feet or less) _ � c� ft. �
3. !Le th of rock layer = Area+Width =
�_sn. ft. + �_ft. _ �ft. Rock Bed
t•r•�•J•1•t•I•t•t•!•l•J•�•t•!
ti•ti ti ti 1•ti t•ti•t•ti•ti•ti•ti•ti�ti•
tifL�{�{f{fti�ti:ti':ti�1f�{ti�{�'.Sti: tdth 510 ft.
• J•f•f•f•f•t.I•t t•r•r•I�t•l•r
L•�•'�•t•y1•�•�•�•�•�•�•1•b•••• �
E. R K OLiJME •f•�f•r•r r.r•r•�•f•f•r
Length
L 1Nply rock area by rock depth to get cubic feet of rock;
C s�c- sq. ft. x .� ft. _�cu. ft.
2. 'de cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
,J 2�cu. ft. +27=�cu. yd. , � �
3. tiply cubic yards by 1.4 to get weight of rock in tons;
as cu. yd. x 1.4 ton/cu. yd. = ,�. tons.
F. A O ON WIDTH �`-�`� L-°� w`'
l. �r ation rate in top 12 inches of soil is Io.y mpi "b��p��°n w��cn sixi�K��ni�
t'aeol�tion Ra�c G�Ibns R��io of
2. le allowable soil loading rate from table on page E-; ���MP� SoillYaturc ,�my�� Abcarplion width
�_ gpd�f t� ��.�r� �n kak�y«
u ' wKnn
3. 1 te adsorption width ratio by dividing rock layer p•„�►�n�,o.�• c�s.� .--. .....
o.tws s.�a t.xo i.00
1 adi rate of 1.20 gpd/f t�by allowable soil loading rate; o.�w s•• ��s.�►a•• o.�o z.�a
20 gpd/ft2+ .`'�BPd�ftZ= a � ? s�o is s.�ar t.,.�n o.�9 i.si
f„ 1610�0 Lam 0.60 2.110
�i l013 Si1�Lam 0.50 2.�0
Check this value on pQge E-16. �a� ci.y� o.as i.��
6U to 12(1 Clay 0.24 S.W
4. �1 ' ly adsorption width ratio by rock layer width to get s��;�.� c�.y ...-. --•.
r i d adsorption width;
�x i v ft= ��� ft
� ,
G� , V�/N LOPE DIKE WIDTH �
1: If la �lo is 3�0 or rnore, subtract rock layer width from �
adso pti width to obtain minimum downslope dike toe for
abso ptio :
��,•� ft- 1 n ft =�feet
2. Cal l�te inimum mound s"lze based on geometery: ,
a. I�e rmine depth of clean sand fill at upslope edge of rock
l�y : Separation �-�� feet
b. Mu 'ply rock layer width by landslope to determine drop ,�,�„_ ,.:.::,,
�n levation;Slope Difference ��`�`��•�
1 � x�_9�0+ 100 a_�, feet ' � �4-�
c. �4d depth of clean sand depth of clean sand for "r`''� ` 3`��»�
s�ep ation at upslope edge (2a) to depth of rock layer to ��°i
�c epth and the depth of cover to find the total mound . °�'�_.
�ig t at upslope edge of ro�k layer;
,Lj�ft + 1 ft + 1 ft = 3�� feet �
d. �nt table on page bottom with landslope and upslope
• dik ratio. Select dlke multiplier of � .s"7 .
e. 1WIu 'ply dike multiplier by upslope mound hei.ght
to g upslope dike width: ?. 5� x 3•s� _ �� feet
f. dd_ e depth of slope difference(2b) to the upslope
eig t to get the downslope height
3 •s� +�_= 3.s� feet
g. $n r table on page bottom with landslope and
do lope dike ratio. ��
lect dike multiplier of_ y• Sy ,
h. 1WIu 'ply dike mulHplier by downslope mound height
fio t downslope dike width: �- � x 4•5y =_�feet
� i. b are the values of step G.1 and Step G.2.h. Select the �
.,_ gre of the two values as the downslope dike width; .
feet � . •� .•:;: • •
�t.:J.%t.%T.•t.�t:tit�t�.�Lt%J tit�sl.Sl.%J�l.tiJ.�f�f.�l S!�d.•.
t mound wid h i h . . . . _. ••.;•. `. .`•.;:�::.•.
j. t s t e sum of upslope dike R ��a wia�;:��;�:"`i:���w���- �j�?�:
ti: �V..!V�:S:f ::;l;�:�t'::r7i::
• � L 1••S•�:••S•• ..Z•.1..�.. '{:;;:;{:{..y.{�.{ .{:( , {.,��
wid plus rock layer width plus downslape ��:_:�:::; ��:�:•r°�
°� s -6-�- .�«�rt
ik idth; ;�:�' :'�:� . . . . . . ��•
'r�::
�ft + i o f t +�f t - 4 o feet uq���oii�Wia'�::j'�;:'' 'f� �_:: :�U�����w���
k. ot mound len th is the sum of u slo e �''''' '`:''�: ;�`tf:'•:��'�'•':
g P P 'tiii�'wiaii;'•::i�i:.:°.
k i h lu � .�°"•:"•''°p°
� dt s rock la er len th lus •'.•;:�:�::��::•`.' .:,:::::::::;::,:::::::,:::;�
P Y g P •::: :;:.:;. ;;s;�;;::;:;::;::�.;..�.�.;..;..;..,..;..
psl pe dike width; � ::`j;� •;'. ::;�.: :;;:'•''
•;L;.•:.•..•..•..•..•.�•..•.� ..�.•..•..•..•. .•..:���
► ft + �s� ft + ) 3 ft= �feet TadLh, °►. - -�
i -�- � -r, i �o�z ' �
1 4:1 b.im8� &1 7:1 3:l 1:1 51 � kl 7:1 �:1
� �
• 0 A {.0 S.0 6.0 7.0 3.0 1.0 S.0 ' 6.0 !.0 �A
1 .0! �J! S16 6.3! 7.5� I.91 3.55 4J6 5.66 6.51 7A1
3 .19 �, 5.56 6.l2 d.t� 2.It3 3.70_ �.St 5.36 6U i.90
- -.s.ae___._ �s� e.es . �.�s ___C�.s>> �as a.os s.� s.�s
� A1 �A6 6.�5 7.l9 9.72 1.65 3.15 4.17 1.114 5.16 6.06
S S! 5.00 b.q SS7 10.77 261 J.11 1.00 �.RZ 5.19 5.71
6 .66 S.Z6 �.1� 9.J� •12.07 2.54 3.7� 3.� I.tl 1.9J ' S.II .
7 .!0 5.56 7.69 103� 1].7� 2.M J.12 3.70 ' 1.13 4.70 S.0
1 .96 5.M t.31 1151 15.91 2.�2 3.41 3.51 1.a6 1.19 1.lA
9 Il i.g ' 9.09 13At Is.92 2.76 2.94 3.15 ].90 �.� 4.65
10 ' 2! 6.67 IOA 15.00 733� 2.31 2.a6 . JJ3 3.75 l.12 I.N
11 .1! 7J1 11.11 17.65 30.lI 2.I6 t7e 3.2� 3.61 3.95 �.26
12 � 7.69 1750 21A3 1�.75 2.21 170 3.12 7.19 �.e0 �.0!
. ,
P1J]VIP SELECTION PROCEDURE
_ A. Dt min pump capacity: •
Gravity �s utlon Ei� PE�RATbN 0F A PERFORATEO UTERAL
1. i�ni m suggested is 600 gallona per hour(10 gpm)to atay ahead of o,...e«.
�tfT s!rAt@. 1 T� � 'gl� `
2. xi m suggested for delivery to a drop box of a home system is 2,700 . : .. . :. ,.,���.-,..-
�"�,:`: .` • ��: M OwMtM�(�►hir-
�on per hour(45 gpm)to prevent build-up of pressurn in drop box. :�►'. w�„s«r w.. ���.�"�.,.,.��.,« a...�..
�,..,. . .. :.� �..�.....
Preasu t�l� bution . "� ��""a'N����
3. a. l�ct mber of perforated laterals � `'�� : ��'"" '�"�'�'
b. l�ct foration spacing• 3 ft. �; ; :.:'',; . :.., . . •r nKt�.,�..
,.:. •►�rlwo�IMn l�oN��1
s• • CIN�!eM lNN Mnen�N I.�aral
c. lbtra 2 ft.from the rock layer length. �;,�.. �
-2f��.��ft. � �;t;� �.; : ,: , ,,,,;.
. �°���.w n'' ,
d. te ne the number of spaces between perforations. .
gt perf:spacing•.(�,{�ft.+ ? ft.��.� space� �`ADIB OF PBRAORA110N DISCHARCFs M Ct�M
e. paces+ 1 = a,-�, perforadons/lateral
' f. u1H perforaHons per lateral by number of laterals to Head Perforatlon dfameter(Inehes)
�to number of perforations. , ,
"� � ' �_(�_perforations. �/3� ' �� �'
t.a �s�7 a��
]S Ob9 0.90
$• x �e-��pm• 2.Ob 0.80 1.01
� 2�S 0.89 1.17
SELECTED PLTMP CAPACITY m • 3.0 o.9s 1.2e
a $P 4A 1.13 1.�7
" s.o i.a� �.bs
B.Dete �he ad requirements:
l. evati a�ffeiet►CE betWE'�n um 8nd lltt Of diSCh1r e. sUse 1.0 foot oEl+esd for raidendal eyttemr.
P P P�' $ bUse 2.0 feet of head[or other atablishmenb
�feet .
2. I m ing to a pressure distribution system,add �ive feet for pressure
i at manifold
_L feet
3. rirti loss �'��"g�
., �nt fricNon loss table with gpm and pipe diameter. Point of Diachvge
�tea friction loss in feet per 100 feet from table: r`'z•s
F.L. �ft./100 ft of pipe �(�" Elevetion Diffetence
De mine total pipe length from pump to discharge I , llpump ���Y'
poi . Add 25 percent to pipe length for fitting .
bss r use a fitNng loss chart. Equivalent pipe p.�gb
len -1.25 times p�length= � •l.s�nch 2.0 inch 3.o;noh
15.� _ x1.25= �' � feet gpr„ t���..��oond�v.
c �al late total friction loss by multiplying 10 0.69 0.20
�rf n loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
T t�l f tion loss= �.L x 1 ni y +.]00=�=feet l4 1.28 0.38
4. T tAl h d required is the sum of elevation diffemnce, jg 2 03 0.60
s ia ead requlrements,and total friction loss. 20 2.47 0.73 0.1t
' ' ZS 3.73 1.11 0.16
�- + � +�'_ 30 5.23 1.55 0.23
(11 (2) (3c) 3S 7.90 2.06 0.30
_40 11.07 __;2:6d`' 0.39
45 14.73 3.28 0.48
TOTAL HEAD �feet 50 • 3.99 0.58
SS 4.76 0.70
. 60 3.60 0.8Z
- C. P p,se ction
1. A pu ' st be selected to deliver at least ��gpm (Step A)
with at 1 st � feet of total head (Step B).
�i
�� .
L 1 J
CERTIF �A ON # 00627 Loqs of Soil Borings ' ' •
Locati m Project Wildman Propeity, Lot 14 , rox IIend, Orono
IIoring m e by g-p Testinq, 'Inc. Steve Schirme�s Date 6-29-89
. ,
Class�i i.c on System: AASHU . f USDA-SCS X ; Unified ; Other
Auger e (check two) : Hand X �, or Power , Flight , or Bucket X
Depth, ring number � 1 Depth, Boring number 2
in � • in
feet rface elevation 98q,(�. feet Surface. elevation `t�q•�
• �0 � 0 -
Topsoil dark �brown loam , Topsoil dark brown loam
• 0 - 6" 0 - 6"
, � 1 � Brown clay loam 1 _ Brown clay loam
�
� ' 6" - 1' 4"-WEAK MOTTLIN
6" - 1' 8" . Olive brown clay loam
Brown loam 1' 4" - 2 '
� 2 -.- �,, 8,'. - 2 ' 2"-MOTTLING 2 - .
: 3 _.. • 3 - •
• Olive brown loam
Rusty ol'ive brown
loam 3 ' 8"-STRONG MOTTTLING
' 4 - � 4 - �
.,
�5 - � 5 -
• 2' - 5 � 4��
: Rusty olive brown loam
6 - r 2 ' 2" _ 6 ' 6 - 5 ' 4�� ' 6�
� -
.,. ,
7 - � , ? -
, -- .
8 T . . , 8 -
End of or g at 6 � , feet. End of boring at 6� feet.
Standin w er table:. Standing water table:
present �t feet of •depth, present at feet of depth,
urs �after boring. hours after boring. �
Not pre en in hole X ' . . Not present in hole X .
Mottled �o' . , � Mottled soil:
Observe a 2 � 2�� �eet� of depth. Observed at 1� 4�� feet of depth.
Not pre n in hole . � Not present in hole .
Comment :i � � Comments: •
, ' �', � � : �
CEIt'i'I l,CA 1UN # UUbll LoyS �t 5011 liorings '
L�cat dn r Project Wildman Property, Lot 14, Fox Bend, Orono
Borin s m de by S-P TestinQ, Inc. Steve Schirmers Date 6-29-89
Class ' fiic ion System: AASHU ; USDA-SCS X ; Unified ; Other . �
Auger use (check two) : Hand X , or Power , Flight , or Bucket X
Depth, ring number �3 Depth, Boring number 4
in � in
feet rface elevation 9`�0• 3 feet 5urface elevation 9qo.�}
` � �` Topso 1 dark brown oam � ` Topsoi ar rown oam
0 - 8n .
0 - 6"
Brown clay loam
1 '� Brown clay loam . 1
' 6" - 1-1/2 '-MOTTLING
2 �- 2 2"�MOTTLING ' 2 -
8�� _ 2� 4�� .
• Rusty olive brown
3 - ' � ' 3 - " loam
Rusty olive b'rown
: 4 _ loam ' 4 - . ,
5 - ' S - 1-1/2 ' - 5 '
• Rusty gray loam
6 - r 2 ' 4'" - 6 ' 6 - 5 ' - 6 '
.� •
7 - ; , 7 - __
s ��- � � a —
,
�
End of br g at 6' ' feet. End of boring at 6' feet.
Standin w er table: � , Standing water table:
present at feet of.:depth, present at feet of depth,
urs after boring. hours after boring.
Not pre en in hole X . Not present in hole X .
� Mottled sioi • • Mottled soil :
Observe �at 2 � 2�� f�et. of .depth.� Observed at 1-1J2' feet of depth.
Not pre e� t in hole . ,Not present in hole .
Comments : ' Comments :
. �- � � � '
. , .
CER`1' �'i '1'lUN # UUbl7 Loys oi Soil liorinqs •
Loca �o or Project_ Wildman Pro�erty. Lot 14. Fox Bend, Orono
Bori gs ade by S=P Testin,g, Inc. Steve Schirmers _ Date 6-29-89
Clas �f �ion System: AASHU ; USDA-SCS X ; Unified ; Other
Auge � u d (check two! : Hand X , or Power , Flight , or Bucket X
Dept , Boring number Depth, Boring number 6
in � - in
feet Surface e�.evation ��+o. feet Surface elevation '� : .:
�0 - 0 -
0 = 4" Topsoil dark brown clay
Brown :loam 0 _ 8�� loam
1 - q�� _ 1 � 1 - �
• Brown !clay loam Brown clay loam
1' � 1-1/2 ' ,
2 :_ Brown loam• 2 _ g" _ 2 � 2"-MOTTLING
1-1/2 ' - 2-1/2 ' -MOTTL NG � Olive 2 � 2„ _ 2-1�2�bro�oar�lay
Brown loamy medium sand
3 - 2-1/2' - 3 ' 3 -
sty 3 ' - 3 ' 4" °l�oambrown
Rusty gray silty loam Rusty olive brown
loam
• 4 _ 3 � 4�� _ 4 � . � _ �
I ,
� ,
Rusty olive gray
� loam
5 - ' 5 -
6 - 4 � ' 6 � ' 6 _ 2-1/2 ' - 6'
�� �
7 - • 7 -
8 - � 8 -
End of bo ng at 6 � feet. End of boring at 6' feet.
Standi g ter table: Standing water table:
presen at feet of depth, present at feet of depth,
ours �after boring. , hours after boring.
Not pr s�en in hole X . Not present� in hole X .
Mottled So 1 : � • Mottled soil :
Observe a 2-1�2 '£eet of depth. � Observed at 2' 2" feet of depth.
Not pre �n in hole � . ,Not present in hole .
Comment � Comments.:
� � . .
.� 1 J
CERTIFIC TO � 00627 Logs of Soil �orinqs
L�ocation or roject Bob Pierce, Lot4 ,Blk. 2, Fox Bend. , Orono.
Borings a�de by S-P Testinq, Inc. Steve Schirmers _ Date 4-29-92
Classifi �io System: AASHU ; USDA-SCS X ; Unified ; Other }
Auger us � ( heck two) : Iland X , or Power , Flight , or Bucket X
Depth, �o ng number 7 Depth , Boring number 8
in in
feet �u ace elevation � . feet Surface elevation 9��.�
0 - � - Topsoi ar rown oam��---
' T psoil dark brown loam 0 - 6"
0 - 10" Brown clay loam
1 Br oa 10" - 1 ' 4"-MOTTLING 1
�u yi ' 4" - 1 ' 8" gr��'amrown 6" - 1' 8"-MOTTLING
Z - Rusty gray brown 2 � Rusty olive brown
clay loam clay loam
1 ' 8" - 2 ' 10"
3 - 1' 8" - 3 ' 2" 3 - Rusty olive brown loam
Rusty gray clay 2 ' 10" - 3-1/2 '
loam Rusty olive brown silty
4 - 3 ' 2" - 4 ' 2" 4 - 3-1/2 ' - 4' 2" loam
usty gray silty clay loam Rusty olive brown
u Y 4 , 2„ 4 � 8��gray loam � ��_ �
loam
5 - 4 8 5 5 _ 4 2 5
6 - 6 -
,r.
7 - 7 -
S - 8 -
End o b ing at � 5 � feet. End of boring at 5 � fe�t.
Stand' �ng ater table: Standing water table:
prese t 3 ' l1" feet of depth, present at 2 ' ll" feet of depth,
22 hours •after boring. 22 hours after boring.
Not ries nt in hole . Not present in hole .
Mott ed oil : Mottled soil :
Obse ve at 1 � 4�� feet of depth. Observed at 1 ' 8" feet of depth.
Not �e nt in hole Not present in hole
Comm r1t Comments :
CERTIF,IC IO � U0627 Logs of Soil �orinc�s
Location or roject Bob Pierce, Lot 4,B1k. 2,Fox Bend, Orono
Borings alde by S-P Testinq, Inc. Steve Schirmers __ Date 4-29-92
Classifi tio System: AASIIU ; USDA-SCS X ; Unified ; Other
Auger us d ( h�ck two) : lland X , or Power , Clight , or Bucket X
Depth, �o ng number �q Depth, Boring number
feet �u ace elevation 987' 8 feet Surface elevatian
0 - __..__ ._.._.r p _ --.____ . . _._._
opsoil dark brown loam
0 - 10"
1 - 1 -
Brown clay loam
2 10" - 2 ' 4"-MOTTLING 2
Rusty olive brown clay
3 - 2 � q" _ 3 � 2�� loam 3 -
Rusty olive brown
4 _ loam 4 _
5 - 3 � 2�� _ 5 � 5 -
6 - 6 -
ej
7 - 7 -
S - 8 -
,
End o b ing at 5 ' feet. End of boring at feet.
Stand ' #�g ater table: Standing water table:
pres nt t 3 ' 7" feet of depth, present at fcet of depth,
22 hours �after boring. hours after boring .
Not res nt in hole Not present in hole
Mott ed oil : Mottled .soil :
Obse ve at 2 � 4�� feet of depth. Observed at feet of de�th.
Not �e nt in hole t�ot present in hole
Comm mt Comments :
i
� CERT�.#0062 . �
�---
. PERCOLATION TEST DATA SHEET .
�
- . � i •,.
Percolatior,t t;rea ngs made by s—P TP Gt-i nq, t nc_ o� 6—'�0—8 9 _starting ar 10:16 �.,C��, ,
r��.�
Test hole loc tip ot 14, Fox Bend, OrOno �Hole number 1 ,Date hole was prepare� 6—2 9—8 9 •
� 18 6
Depth of hol bjott inches,Qiameter of holc inches
Soil data fro test le:
D ptlh,i hes ' , Soi!texture
0 6" Topsoil dark brown loam
6" — 18" Brown clay loan
Method of ctatc ng sidewall Knif e
• Depth of g Yel' bottom of holc 2 inches ,
� 6-29-89 11: OOam 12
Date�nd o�lr o nitial water�lling ,Depth of initial water filling inches above hole bottom -- -
Method u ed to aintain at least 12 inches of water depth in hole for at least 4 hou� Automatie s iphon '
�
,Maximum water depth above hole bottom during tes� 6 inches � �
' Time Pereolation '
Ti e interval� iNeasurement, Drop in water rate, Remarks
<< minute's inches level,inches minutes per
� inch
10 :00 prefill 6 '
10 : 1 10:46 � " 3 10.0 30 min
10 : 5 11: 27 " 2-3/4 10.9 " "
11: 2 11: 58 ' " 2-5/8 11.4 " "
; •
i. ; 1 .
I � ^
�
I
� Perc lation te = 1�'8 minutes per inch.
� .
I �• . .
; . . .
• �ERT'.�#0 62 �
' �----
. PERCOLATION TEST DATA SHEET ,
� . • - " •,�.
S-P ;Testing, Inc. on 6-30-89 swrtin a� 10 :17 �.n�� �
Percolation te t rea i gs made by ��«� B
Test hole loc i� L t 14, Fox Bend, Orono�Hole number 2 ,Date hole was prepare� 6-29-89 • .
Depth of hoi bptto 18 'nches�Diameter of hole 6 �nches
Soil data fro t�st le: ,
De th,i hes • Soil texture
- " �Topsoil dark brown loam
6'' 16" Brown clay loam
16" - 18" Olive brown clay loam
Method of r�tc i g sidewali Kn 1 f e --
� Depth of g vel i ottom of hole 2 �nches
' 6-29-89 11: OOam 12
Date and h ut of itial water filling ,Depth of initial water fillinP inches above hole bottom —
Automatic siphon ` •
Method us d to intain at least 12 inches of water depth in hole for at least 4 hours
�
�Maximum water dcpth above hole bottom during tes� 6 inches.J �
Time ' Percolation �
Ti interval,
Measurement. Drop in water rate, Remazks
minutes inches level,inches minutes per
�� inch
10 :00 prefi�ll 6
10: 17 10 : 47 " . 3-3/16 9.4 30 min
10 : 56 •11: 26 � " 3-1/16 9 .8 " "
11: 29 11: 59 " 2-7/8 � 10.4 " "
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1 Percol tibn e = 9•9 ; m�nutes per inch.
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� CER�.#0 �2 .
� ,._----
. PERCOLATION TEST DATA SHEET ;
. . : . � -,.
S—P Testing, Inc. 6-30-89 10:18 a:m: .'
Pescolatior,te t kea ' gs made by o� ctarting a� �
r,m��� �
Test hole loc ti� ot 14 , Fox Bend, OronoHole number 3 ,Date hole was prepare� 6-29-89 •
Dcpth of hol bptt 18 inches,Diameter of holP 6 �nches
Soil data fro 4est le: '
pt�,i hes Soil texturc
0 - 8" Topsoil darlc bro�an loam
8" 18" Brown clay loam
Methodof cratc ngsidewal� Knife _
• Depth of g a�+el' bottom of hole 2 �nches
• 6-29-89 11:OOam 12
Date and o�lr o nitial water filling� ,Depth of initial wat�r filling inches above hole bottom �-
Automatic siphon ` .
Method u e�to aintain at least 12 inches of water depth in hole for at least 4 hours
�
,Maximum water depth above hole bottom during tes� 6 inches.J ^
Time Percolation �
Ti e interval,
Measurement, Drop in water rate, Rcmarks
� minutes ' inches level,inches minutes per
`r • ' � 'tnCh
10 :0 prefill 6
10 : 1 10 :48 " 1-3/4 17. 2 30 min
10 :5 11: 25 � " 1-5/8 18. 5 " "
11: 3 12:00 ' " 1-9/16 19.2 " "
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I18•3 � �,inutes r inch.
I Perc la�tio ate = pe .
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�ERT:#00627 �
. PERCOLATION TEST DATA SHEET �_
� • ,
, . �I
S-P' Testin , Inc. 6-30-89 10:19 a.m.
Percolation test rdadi s made by � g orL �tarting a� �
L 14,Fox Bend, Orono 4 �J���� 6-29-89 � �
Test hole locati ,Hole number ,Date hole was prcparecL • j
,
Depth of hole tto 12 inches,Diameter of hol� 6 �nches '
;
Soil data from est h , ,
Dep ,inc s � Soil texture , :
0 6" Topsoil dark brown loam
6° � " Brown clay loam
Method of sc aachi sidewalL Knif e
2
� Depth of gra el in ttom of hole �nches •
' 6-29-89 �1:OO�m , 12
Date and hu r�f i ' ial water filling , epth o �mt�al water fillin�. . �nches above hole bottom ----�"
Methal use t�m ' tain at least 12 inches of water depth in hole for at least 4 hours AutOmatiC S iphOn •
�
6 � �
•,Maximum water depth pbove hole bottom during tes� inches.
Time � Percolation �
Time interval,
Measurement, Drop in water rate, Rcmarks
minutes inches level,inches • minutes per
•� � inch
10 :00 prefill 6 '
10: 19 10: 49 ' " 3 10.0 30 min
10: 54 11: 24 " 2-13/16 10. 7 " "
11: 31 12: 01 � " 2-11/16 11. 2 " "
. ;
• � -
Percolat oi�ra = 10.6 , �,inutes per inch.
� � ..: , .
� � CERT.#0062
. PE�tCOLATION TEST DATA SHEET ; �
. � •,
a.m.
Prrcolutior,test read ngs de by �—P� Te s t?ng. I nc. �� 6--3 0—8 9 S���g ar 10 :2 0 p,��. ,
. reo�.,
Test hole locatio dt 4, Fox Bend, Orono Hole number 5 ,Date hole was propare� 6-2 9—8 9 •
Depth of hole botto 2 inches,Diameter of holP 6 �nches
Soil data from test h I�: �
Depth, in h¢s Soil tcxture
0 - 4" Topsoil dark brown loam
4" - 1 " Brown loam
Mechod of scracchi g sid ail Kn i f e
2 .
� Depth of gravel in �to f hole �nches
• 6-29-89 11:OOam 12
Date and hour of in ti�l er fiUing ,Depth of initial water fillin,g �nches above hole bottom � ----
Method used to ma ntain least 12 inches of water depth in hole for at least 4 hours AutOmatiC s iphon "
�
� �Maximum water depth above hole bottom during tes� 6 inches � '
me ' Percolation '
Time i rval, .
Measurement, Drop in water rate� Rcmarks
' utes inches level,inches minutes per
`` inch
10 :00 pr fill ' 6
10 :00 10 50 " 2-3/8 12. 6 30 min
10 : 53 11 23 • " " " " ��
II 11: 32 12 02 . " " " ° °
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; Percolation rate •6 inutes per inch,
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' CERT.#0062 '
� �_
. PERCOLATION TEST DATA SHE�T ,
. . �
S—P Testinci, Inc. a:m: .
Percolation test read ngs de by o� 6—3 0—8 9 starting a► 10 : 21 - ,
fJut�) .
ot 4 , Fox Be�nd, OronoH 6 Dateholewasprepaze� 6-29-89
Test hole locati�� , ole number , •
Depth uf hole botto 2 'nches,�iameter of holP 6 �nches
Soil data from test h le: �
Depth,in �s Soil texturo
- Topsoil dark brown clav loam
8" - �" Brown clay loam
Method of scratchin side all Knif e '
2 '
� Depth of gravel in b t�om f hole inches
• 6-29-89 11: OOam 12
Date and hour of ini iall w r filling .Depth of initial water filting inches above hole bottom =---
MclhoJ used to mai t�in teast 12 inches of water c+epth in hole for at least4 hours Automatic siphon "
�..
,Maximum water depth above hole bottom during tes� 6 inches, �
i e Percolation '
Time int al, Measurement, Drop in water rate, Remarks
� , m' utes inches level,inches minutes per
� •
• inch
10:00 r ill • 6
10 :21 10 1 • " 2-7/8 10.4 30 min
10 :52 11 2 " " " " "
11: 33 2 3 . ' " " " " "
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iPercolation rate = 1 •4 inutes per inch. .
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- 'CERT:#006 7
. PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 4-30-92 12 :47 a.m.
Percolation test rea imgs ade by on. starting a� p.m.
�.o ,B1k.2 ,Fox Bencl '�'`""' 4-2 —
Test hole locatio ,Holc number , Date hole was prcpare�
Depth of hole botto 2 inches,Diameter of hole 6 inches
Soil data from test ole:
Depth,in hies Soil texture
0 — 0" Topsoil dark brown loam
10" 1 Brown loam
Method of scratchi g sid all Kn i f e
Depth of gravel in tkom f hole 2 inches . ... �
4-29-92 3:OOpm 12
Date and hour of in i�l w er filling ,Depth of initial water filliqg inches above hole bottom
Melhal used to mai tuin least 12 inches of water depth in hole for at least 4 hours Automatic s iphon
,Maximum water depth above hole bottom during tes� 6 inches
� e Percolation
Time int AI,
Measurement, Drop in water rate, Remarks
m' tes inches level,inches minutes per
`� inch
• 12 : 37 ref 11 6 �
12:47 : 17 " 3-1/8 9 . 6 30 min
1: 23 : 53 " 2-7/8 10 . 4 " "
1:54 : 24 " 2-13/16 10 .7 " "
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. .1.
. PERCOLATION TEST DATA SHEET
. ;
S—P Testing, Inc. 4-30-92 12: 48 `''m'
Pcrculation tcst rea ings de by on �tarting ar /^'m�
�a��.•,
mt B1k.2,Fox Bend 8 4-29-92
Test hole locatio , Hole number , Date hole was prepared �
Depth of hole botto 2 inches,Diameter of holP 6 inches
Soil duta from test le: !
Depth,in hes Soil tcxture I
t
0 — 6" Topsoil dark brown loam
, 6" 1 Brown clay loam '
Method of scratchi fiide all Knif e
Depth of gravel in ttom f hole 2 inches ...
4-29-92 3 : 00pm 12
Date and hour of ini ia�l w r filling , Depth of initial water fiUin,g inches above hole bottom
Method used to mai tain least 12 inches of water depth in hole for at least 4 hours ALtomatie �i phon
,Maximum watcr depth above hole bottom during tes� 6 inches !
e Percolation
Time int al, Measuremcnt, Drop in water rate, Remarks '
� mi tes inches Ievel,inches minutes per
�
inch
. 12: 37 ref 11 6 �
12:48 : 18 " 3-7/8 7. 7 30 min
1: 22 : 52 " " " " "
1: 55 : 25 " " " " "
Percolation rate = inutes per inch.
.
. . ,
'CERT.#006 7
. PERCOLATION TEST DATA SHEET
a.m.
Pcrcolation test rea irogs ade by G—P 'i' -G -i n�., Inc. o� 4-30-92 starting aL 12 = 49 p m
�r��«i
Test hole locatio ot 4 B1 k.2 ,Fox Bend ,Hole number 9 ,Datc hole was prepare�� 4-29-9 2
Depth uf hole botto 2 inches,Diameter of hole 6 inches
Soil data from test I�e:
Depth,in hes Soil texture
0 - 10 ' Topsoil dark brown loam
10" - 2" Brown clay loam
Method of scratchin side p Kn i f e
Depth of gravel in b ttom hole 2 inches . _.
4-29-92 3 :OOpm 12
Date and hour of init a1 wa r filling , Depth of initiai wa�er fillin�. inches above holc bottom
Methc�d used to mai tain a east 12 inches of water depth in hole for at least 4 hours Automat ie s iphon
, Maximum water depth above hole bottom during tes� 6 inches
Ti c Percolation
Time inte al, Measurement, Drop in water rate, Remarks '
�� mi tes inches levcl,inches minutes per
inch
• 12 : 37 p e,fi 1 6
12 : 49 1.04 " 5-3/4 2. 6 15 min
1:05 1: 2A " 5-3/8 2. 8 " "
1: 21 1: 3i6 " 5-3/16 2.9 " "
i
; Percolation rate = �• inutes per inch. ,
� •
PERFORA7ED �oa�Y ssNo ta�
�AYER OF GEOTEXT1lE pERFORATEO LATERAL
LATERALS PABRK ,
�,.�`�J��:��- .- - ' .. _... .._•... GRI155 COVER 6 INCHES ',
SANDY LOAM SOIL "'.` ~~��"`�='�`��� • TOPSO►L
• - iY ''•'^. �IEAN SANO FILI �:
i!�� /. �• � �'+,..?�. 1AAXIMUM SLOPE—"
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.L. ��� 0.EAN ROCK e.
�AYER OF GEOTEXTIIE �, � �. ,% � f ,� T�p�� �✓. To t�� INCHES
FABRIC OR 4 INCHES OF ' �••,. ,i•� � �,�. p,s'KEOE suRFaCE ��5
HAY COVERED BY �
BUILDIN6 PAPER ?'� ' ���� � z '"
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--ptPE �RONf �UMP ...,, ,i'�'-'`�� f•'"� -/'. / �
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CL�AN F�OCK �•' �' � � OIVERSION FaR � ,
.� ��• . � ,�%' �: / J� SURFACE WATER Y , � ; . ;;,
6' TOPSOtL�' /�,' �f � /' - � �
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lAYOUT OP PERFORATEO PIPE LATERA�S fDR � - � � � ; I ,
PRESSuRE OISTRt9UTI0N IN MOUNO ' L:_ _ _;_I
D►KE �O �EET�_p�KE —
— MQX.
�PERFORATED PIASTIC PIPE
TOTAI WIOTH
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�PERFORATIONS SPACED 36� /QN SP � ' I :I , 1
ON CENTER. P€RfORAT10N �RF�RA� �
VIEW 5�2E �;u►r gE /,�: '/u: j6• �{ PLAN VIEW
OR /�.
YMANIFOLD ENp PERFORATION OF A PEiiFORATED LATEitAL �
PIPE
�� Gror Cara
PERFORATIONS ON 90TTOM Of '!
PLASTIC PIPE TOoiO�
90 ti i� 'Zrr�__ �. , . . � '�,r ef Gw��■uN iaMk fr tar-
' �=.s_ �• LwiM 3��/tlfn/ �YK#�orw M.�op r arw swwN
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UGS OR ELECTRIC CONNECtIONS– /"A� l.ECTRIC CONNECTIONS MADE
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PVC CONDUIT SCHEDUIE 80 6.Sp� LOOP OF POWER CORO FOR
ANNOLE COVER CHAINED 9� LOCKED SETTLEMENt •
AIED MANNOIE RINGS-- FINA GRADE
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PIPE IS LAID ON A UNIFORM SIOPE FROM
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WITF� ANCHOR--� — yyEEP HOIE
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NOTES� EIECTRICAI W��E FROM POWER SUPPLY
L MUST NOT RUN OVER ANY TANKS BUT
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FLOA7S MUST BE RUN TFIROUGH
CONOUIT. WIRES CIINNOT HAVE GROUNU
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METHODS OF SECURING MANHOLE COVER TO PREVENT
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Fi6urc C-14
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VERTICAL SIDEWALL SEPTIC TANK
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- AT LEAST 6"TO 12" SOII. AT LEAST
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� D1l1METER 60� MINIMUM ;_,__ —_
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� -AT IEAST —B ' s'2 MUM�_0,2 D MAXIMUM _ 6"
3.. C _ .0 4 0 —�--
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MARKS •.►
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MEASURE SCUM AND SLUDGE ACCUMULATIONS
1 N THE SEPTIC TANK
V
DAT/E,. TIME
CITY OF ORONO CALLED IN �� �7�' ��' �� �� "�
INSPECTION NOTiCE l SCHEDULED -Z-- l�' • °" �
PERMIT NO. y��'� COMPLETED�� � N
ADDRESS ������c-�.,5�X �� �
OWNER �� �_-�.-- CONTR. ����-� z��--t��---� ,'����-C�-,
TELEPHONE NO. �'tS �� ' 4��� �
� DESCRIPTION
l� Ot FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
� 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
� 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Z
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
J 07 DEMO—FINAL 27 21 COMPLAINT
= 09 PLUMBING RI �5 SEPTIC INSTALL.i 22 FOLLOW-UP
10 PLUMBING FINAL 23 SEPTIC FINAL
J
Q OWNEH/CONTRACTOR TO MEET YOU:_YES_NO
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. �-- PHOTOTAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CAL�INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContr r q�site:
Inspector. ��/
White Copyllnspect r's File Ca�ary Copy/Site Notice
DATE TI
CITY OF ORONO CALLED IN _/� aZ �a t
INSPECTION N T CE SCHEDULEO 3 r� b�
PERMIT NO. � COMPLETED j
ADDRESS I.� Sl,�
OWNER CONTR. ��
TELEPHONE NO. Io S S ' ��3 �
� DESCRIPTION
� 01 FOOTING 11 MECHANICALRI i6WELLTESTPUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FII.LING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANOS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI SEPTIC INSTALL. 22 FOLLOW-UP
� 10 PLUMBING FINAL 23
Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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y COMMENTS:
W � r` � �
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
�INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnedContra on�s�te:
Inspector. U
White Copyllnspector's le Canary CopylSite Notice
DATE TIME
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White Copyllnspector's File Canary CopylSite Notice