HomeMy WebLinkAbout1995-007458 - septic system PERMIT
"���� �F � � PERMIT TYPE:
�. 2750 Kelley Parkway 'G. Box FF, ��;; ?; �t:;;�i=°
Crystal Bay, Minnesota 55323 Permit Number: -.��Y;�,;_;�� .
(612)473-7357 Date Issued: _ - -,�
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SITE ADDRESS:
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DESCRIPTION:
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REMARKS: �-= .'� ``- -- ��T��
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CONTRACTOR: -- {=�r:.:_. ; ��::::�.:,�� - OWNER:
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A LICANT PER TEE SIGNATURE ISSUED BY:SIGNATURE '
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•
• SEPTIC SYSTEM PERNIIT APPLICATION
CITY OF ORONO
Box 66 (2750 Kelley Parkway)
Crystal Bay, N1'�i t 5�323
. �� ��,�- ��- -
JOE SITE ADDRESS. �(� �
Occupancy Type: Residential � Commercial Other
Permit T e: New or Replacement System, $100.00 k
yp $ 50.00
Repair Existing System,
(Tanks or Drainfield)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name• /� PhoneNumber: �.Zv-G�'%/
Mailing Address: ' �,.,,,Q._ City:�� �P���l.�.
Contractor's Na�me• PhoneNumber: y7i- ���• —
Mailing Address: � City: �P_���'�.�.
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
O�ces; however, permits will not be mailed out. The permit must be picked up in
person at the City O�ces and work must not begin unless the permit card is on the job
site.
2, permits will be issued only to contractors holding a Ciry 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.
g, Tanic installation prior to covering. ection is re uired
C. Drainfield trench installation prior to covering. For mounds, insp q
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.
-�.. .
� .
.
N01'E: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropria�e
boxes.
1. I have received a copy of the system design including the Ciry of Orono
Septic System Approval Cover Sheet.
2. I will be installin' the following:
A. Tanks: �Precast Concrete _ Other Manufacturer
Tank Capacities: 1) /vr�� gal. 2) l�v� gal. 3) loo�,gal.
B. Pump Station (if required) a�ach um curve &
Pump make & model i o.��/ � P P
literature); system design requires D gpm at :2oZ feet of head.
High water alarm make & model . 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 �� 'x ��h'
, Drop Boxes Sand bed dimensions �'x�' �
Distribution Box Pressure Dist. Pipe Diam. ��
��
Maniford Pipe Diam. �
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
>C 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.
SignatureofApplicant: � Lt 0 �- � c� � Date: ,;;�/�1��"� •
MPCA Certification No.:
Staff Review: Approv Denial
Reviewer:
� Date: (/r� � � ' ! `v
Reason for Denial'
' - CHEC�: OFF LIST F�RE USE pNL OF PERtiIITS
FOR O
:�DDRESS ORLEG:�L: 165o ivorzn+ FA�pID'
DESCFtIPTIO\ OF «�OR�� N��-' '�5'
- ----------------------- cT C�� DATE APPROVED: � - z t-�i 5
ZOtiZti G REVIE�V BY: DATE APPROVED: �r-�!-s s
BL�II.DL\G RE�ZEtiV BY:
---------- ---------- �
FEES TO BE CH.�,RGED:
l�iisc. Fees Calculated By:
PERti1IT YzS � �o
tir SE`�ER CON�i tECTION
PL:��1 REVIE��1 �"es � 1 0
WATER CO�'EC170N
ST:�TE SURCH?�RGE Z'zS �' �0 �-- pARK FEE
Iv VESTIG:�TIO�+ FEE YzS �o
SAC Yzs �to �` SITE 1NSPECTION
OTHER (specify)
Number of S�C Lnics _______ ____�M___
---------------
-------------- �'
ZO\L\G CHECI� LIST Zonin� Discrict: L/Z-//f
Shoreland Distnct :
�� (,C, Scnool Discrict: ��'"fl
Fire Departmeat: Post Office:
Lo�Are�: Sa.fr. 9�__ _
?.cres 2 � Nidth �I��1✓�2 Depch
Survev Suorni�ted: Yes X
,�To Date of Survey: � "LS "45
Proposed Sztbac!cs: (�
Frer_t lLai:e)= 7`�'`t Ri�n[ Side: C��•`� Z �'
i
Re.:r (Sc.eet): �Do -'— Leit Side: I 1 Z•�Y.` �
.-�djacent Scruccures: N�/� Wetland: 3 �•5
o � '
Buildin� Height: Def. H�t. Z Z•} Peak H��. 3
,�,vQ. Setback: /���
Bluff Se.back: i✓�/a- Lo[ Coverage: /`�/�'
E�iscin� Proposed
Hy.rdcover: 0-�5'
75-250'
350-�00' � ��
500-1000'
Hardcover Variance Required: Yes __ No P� Dace of Council Approval: _,__
Grading: Start �oproval Dace: 9-2(- `I5
By: -�Council :'.pproval Date:
Sepcic: Starf .�pproval Dace: B"3�'�S By: �.�'`�
�
Zonin� Fiie: _�_
Resolution: r � Resoiution Date:
��,�g� (in house):
26
BL�.DL\G RE``���' CHEC�i LIST
LTBC. GZ . 3 CONSTRUCTION TYPE: �l�
Sq Footase 5 Per Sq F��
Basement t =
lst Floor t
2nd Floor C
Garage c
!C —
TOT:�L
Estimated Construciion Value: � ��5��a��
Inspections Required: �Vork Requiring Separate Permits:
Site Gr PlumoinQ Fire
Hardcover Removal � viechanical �Vater Connection
�( Se cic Se�ver Connection
�Q Footing P
_� Framing _(� Fireplace p� Lawn Irrigation
Insulation (Masonry) Otfier
---�t- ��f�.� � Well (State Permit)
_� Wall Board —�- _a Eleccrical (S[ace Permit)
o�- Final Grading/Filling
Other
RE�I�RKS (L�i HOUSE):
-----------------
-------
REVIEtiV BY OTHERS; DATE:
Access: Ezistin� �eW
Access Approval: Date BY� �__ ____
------------------------
REI�tARKS (TO BE�'OTED ON PERII�TIT�: o�e.2 r ww ��i„ .�,L.,- ��r� C�'.A�ry�n�,c-
�o2K rr�^''��` 3� Go"'�p
��t,11 Q-e.-��-c E� F�L4�ni.v4 �S
2�
� CTTY OF .ORONO - BIIZLDING P�R.2�LIT A-PPLICATION
� Date Received:
�atal �ee. $ � � `�-� � �`
Date A��roved:
E�tered By: � " �' — pe�-mit A: '! �7 �*
�Z, INFOR�iATION MIIST B$ SUBMITT� f ��tB���sed� �V�� �� BB STARTED
(See Check
----------^
--------------------------- -
`y'� A.PP�ICANT IS: ( circle one) OWNr�R ar CONTI�ArTGR }
A/ �C ZIP: �
JOB SITE ADDR$SS: ���0 /�� � �"�r'� �a 4 ,
�O � _� i3Lae�i i �1�n.t. t'u..-� �c� Lcwu� �c�4-r . (work)
I
x�.� oF owN�x: .z ��S(✓�t>✓� C�c� ��u-•-���� �.+.-L . PHoxE: (home)1�Z� �/��/
� . a��S c�� CITY:�li3O��v✓'�'�-t• %/�n ZIP: �3 3//
I�AII�ING ADDRESS: 77�-5 ��� �
- i.s 7 .� •i-c c�S,
h� S �v�v✓n �c�^�uv�i�1 �H C . PHON�: ��o,�,- � --�i�-�� a��,
CUNTRAC'I'OR s �0. — -
?��SZING ADDR�?SS: 7 7 ��f`��CUr,J �u.�u CITY: �`�Q � �✓c�t-�r 11�„ZZP: �S 3/�/
STATS Z,ICENSE: ;� �� `� '1� ,
'- � �� PHoxE: j-S-3 - �'G �o
�r:ZCHITECT/ENGI�' J L�n� ✓�^� �-f ' .
���G t�'i�'.�t/�1 ./��., .ZIP:_���-�/l/
:��ILING ADDRBSS: ���/ %�✓•-rl r�ck / c�,-•-r . CSTY: ����,
�iT
1l
RBGISZR�TION ` ``�
wTr�: �v�c�c
TYPE OF WORR: New� Addition Accessory Struc�ure
Mcve
Demo Re.�odel/Al.teration Renovate Land Alteration
PROPOSED WORR (describe in detail) : �'vri���G/?�1� C�J-1�-''u- �"�i� T � -
STORSES:
/ sQ. �sT oF �ca FzooR: �D l� � ST �~`� � cr �q —
:d0. OF BBDROOMS: � GAR1�G� STALLS: ATT. � DET.
Gac_ ,
. ? C pcce,
ESTIMATED C�NSTRIICTION VALIIATION (eacluding Iand) : $ J l�
; hereby apply for a building permit and I acknowledge that the infor:naticn
above is c�mplete and accurate; that the work will. be in conformance with tne
e-dinances and codes of the City and with the State Building Co eZ�it�aand
uz:derstand this is not a permit and work is not to start without a p
�:at the work will be in accordance with the approved plan. •
_ � �J � ,J,
p T`S SIGNATUFtE. ��-'���""�" DATE: �-
�.P�LICAN
- . � .
� �O
GI'T�' of OROI
Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices
•
� _ � � On the North Shore of Lake Minnetonka
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of
data", we would like to inform you that your request for a permit or
license from the City of Orono or any of its departments may require
you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your
qualification for the permit or license requested.
2. You may refuse to supply data, but refusal may require that
the City deny the permit or license. �
3. The information may be shared with other Iocal, state or
federal agencies to the extent necessary to process the permit or
license.
4. If your requested permit or Iicense requires Councii. action
to approve, some inf ormation �nay become public.
5. You have certain rights under M.S. 13.04 to review pricat�
data on yourself.
6. Your full. name is required to process this applicatian or
permit.
�,�� cJ�IsT�� �a�C �ati1s j..G� .
First Middle Last
. 7 �y-� ��a��s �� �
Address
Q ���, S /
Cit State Zip
%a o -��'�l/
Phone
I understand my rights as stated above.
ignature
BUtLDING&ZONING—473-7357 • aDMINiSTRATION&FtNANCE—473-7358 • PUBLIC WORKS—473-7359
ASSESSING •
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,j'� O �� � CITY O�+ ORUNO
�� . �\ ,�.��, SLi''I'IC SYSTLNI hPPIZOVAL
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��'``�'��� >�� � �� (� '�7�' Of O�iOI�T�
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�������I�������.�,�� G-��slal fiay,Minn�sotn 553L3-00(�
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LC)Cl�TION: ��o rlorth Farm 1zd.
OWNL,IZ: Terry D-ahlstrom
G13NLRAL CONTRACTOR: SLP'I'IC CONTRACrI'OR:
SI"I'B �Vf1I.U�1`I'OR: S—P Testing RLPOIZ'I' DA"I'L: June 27, 1995
Approved August 30, 1995
'I'he CiLy OC 010110 Il1S _ _ _ yOUC Otl-SI�C SySlClll C�eSI�[1 15 OE _
(aE�p�-ovcd-disapprovcd) (���t�)
A variance has been granted for a 70 ' set.back from
��vith clie followin�; commcnts:
the pr.imary drairlfield site to a wetland as no other sites ar_•e vi.�ble.
The normal setback is 75 ' .
'1'EIIS ZS NO'I' !� I'ERI��II'I'. 7'his is a dcsign al�proval fonn wl�ich tnust accotupany the sitc ��laia. A Ccrmit. tnust
lie issued to a licensecl sei�tic cont�-actor ��rior to installatioi�. A lis: of currenf]y licensecl ;el�tic contractors is
C11CiC)SC(I.
NU'I'ICr 'I�0 INSTALI.I:IZS: nny changcs to tl�c a��provcd j,lans and spccs must liave pric�r a��pc�oval of tltc
IIiSOCCIOC ��I3-I�57�. C1II fOT IIISpCC�10115 Z� I1011fS I11 1(�V�[1CC,
ALI.DRA[NFIrLD nREl1S I�-1US'[' BE I�LNCED OI�I���rior to building sitc excavation and fes�cing must remaiu
in ��lace until final site gracling. Approval to pour footinbs will not be grantecl until the Inspections l�eparttnent
iras vr..rificd that pritn��ry anci 11(CC111tC 511CS �l'C actcquatcly p►ocectcd.
rd0 VL.I11C11LI1R'I'Itn[�1�CC OI� ANY 1CINU (c��rs, trucics, cartli tnoving cquipmcnt, ctc.) is alla�vccl witl�in20'
of le,ecd drait�C�cld sites either before or after system construction. Compacti�n of these arcas could render tlteitt
unusablc �colaibiting tlie tinacly cotn��leeiaT� and or liu�iting thc long terni use of the pco��crty.
A site c.o��y �vill Ue availablc at the City Offices for the septic co►�tra�tor.
C11'Y Ol� �I ON
✓
13y _ �`_1' _
Stc�� i n W .ckulan, Oti-sitc ystetals Manager
��z�,ra�uorr�;-n�;-��s�� • rn,x-a�3-�sio
, ��o � �` �—
S�P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
_----�-----a--
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
June 27 , 1995
Terry Dahlstrom
Lot 8 , Block 1
The Farm at Long Lake
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1, four
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances .
The soils on this site are a clay loam. A seasonally high water
table was located at 16" to 26" , (mottled soil ) . Due to the
seasonally high water table, a Pressurized Mound System will need
to be installed. The bottom of the rock bed must be located at
least 3 ' above the seasonally high �aater table .
The soils at a depth of 12" have a percolation rate averaging
9 . 5 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area .
The manifold and supply line pipe must have back drainage to the
pumping chamber . The distribution pipes shall have their ends
capped. Be sure the rock and sand fill material are clean. The
sod layer below the entire mounded area must be turned over, just
break up the sod, be sure not to over work.
The power supply and switches must be located outside the manhole
and pumping chamber in a weather proof enclosure. A warning device
must be installed with a light and sound device , this is in case of
a pump failure .
All neighboring wells are located greater than 75 ' away from
the proposed treatment area .
CONT ' D
Lot 8 , Block 1
The farm at Long Lake
Orono
�2�
Keep all heavy equipment off of the proposed treatment area before
and after construction. The treatment area should be marked off
before construction. This Design is not valid � the system will
need to be relocated if failure to protect the areas proposed
for On-Site Sewage Treatment occurs .
With proper installation and maintenance, this system should
have no problem in treating septic effluent effectively.
Nothing other than gray water (laundry, showers , etc. ) human waste
& toilet tissue should be disposed into the septic tanks. Garbage
disposals are not recommended. Excessive amounts of soaps, cleaning
agents & chlorine agents may kill the bacteria needed to treat
septic effluent. Additives are not recommended. Recommend to pump
& clean your tank through the manhole by a certified pumper every
year if you have 1 tank and every 2 years if you have two tanks .
The toe of the mound will be 70 ' from the edge of the wetland & 78 '
from the ponding area. City code is 75 ' from wetlands . This will
need approval from the city Inspector.
, .
St n B. chirmers
SBS/ds
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-,�- 1 r�5 �� �� i �%5 L/,/ i�� �R''�` �o,�� � �� �i�� �r Pera�a!ion Tests Scale� i - 3c7.
t—�•—;- � j / ,;� , � � �,� XSoil E�orings
� „3.`� i � �.li L DI NGi Pt, �
'" 1 ' , , ' c,' -_�X S �BEnch Mark
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'� � � ! ,���� � j �'�� �' �1�� - Note� Th�s system is to be constructed to meet
9°f�.3' .�
/�� /i �;. i
- ,' + ' � �" %' i � ,�- '` �� �"� � PERMIT NO. �,,,�,,.. the hl�rnesol� Puflu'ion Con!rd Ayzncy
�� ���.� � '� %' � � "�''� �� � � ,�;� i�APfaROb`�IJA� � ITTED . Chapter 7080 � .Local OrdinancE
, _�: 2�_______- a qa�.�
� - � i ��� o � APPROVED ' CORR£�C'TION3 AS NOTEO
� a'�' X ��./ /'� '� � ' cs�
-z- ! ti � % \ NOi AF' VED -- C4RRECT�& RESUB(V91T Check al l underground tltilities
j� _��' ' � "`j:.y ��i3'_ fhese co ta are tor your tntorm�tian. Alt work shell�e e�a•r .
_ � � .
.� �"i'� "•"`--. --- � +/ '.� tntl c lanca with �It applicabts buikNng d� zanA�g aCrtf� --
- 49ao daiit �er2s Ind�d+n ltsms nat
- __._- ' a��.�
- __ g s�eWfieeM�Y noted in t!�� :e,r�t�
-r'. �
I �u-� ��>: , �EE� THIS Pi.AfV �T c?�`f �il`E AT .�:.1 7FM� pftOPERTY OF���.-�'�t'��-< <��:u Ls-��c��.- _
��c�?�'�sao�-� r F'-:�F� A��L. �-1�,�v`-( �.^���Pr'��G��`r o�� ��
� L��x �_': �-' '(N� ��^'c-,s�i� -C��ilvr�,...� A-�z=t�-S �< _ � i - ,<
c+�-i;-3=�t�E- Gos-��.�'s��-w's'�os--1 �� < '��t,l: �. '`.:-�: �a,,�Z�-�
�
i�-v � ��
� «. _ ��.��_ =----0— ��.oa X-1� L_n3-��� Lta k.'�-
. OY��U M�.! . l��=-'�! . /�U r
��titi�
, S-P TESTIi!1G /NC,_ .
��, ���_� - ` � -----
�_
. �s�gr�d By� %` r i> �..
_____r��°��� ���,ti, ,�-oC Ga'e� '.=/_t,-/i; PN. 6t2 -497-3566
------�---��• ------ � .
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SET- BACKS - � r� / �" ��' r � �r�
HOUSE System must be�
Tank ��� from propertylines X- s�''�ld� �'�`���- W��"��' '
�k rrs� a-�w�. �ow
'Ft.�U�. �-r � from wel!s �a� --� ,
� from b!dgs. �
-���u„ Treatment orea =�fran lakes , �S� s#���
Treatment area � from property lines N����� supply and switches must be located in a
M�u�to�Es �:�:n ��-" '��from wells weather proof encbsure outside ihe pumping chamber and manhole
� ;� - RRGCFi�t_.. 20 'from bldgs.
�� �; »' from trees � SOIL BORING ELEVATIONS
, }� ! � - , � �r� � .
�min. . THAI EL.-��i,g -s�'��- ��3.:,.
3."dia.su l i e o TH.�2 EL.-���.1
� � grade�. /o
Tonk Tonk 13O TH"3 EL.- q� 7 .
Drop to Tank_ � PftESSURE DISTRIBUTION MOUND SYSTEM TH,"4 EL-�33��
Min. I"to e� �-Purnp+ng TH.`5 EL-�?.�1
Mox.i��to4� � k�-�P '��kU`�-S Sl��A��ovJ Chamber EI.EVA710N ot PROPOSED PUMPING
�� �� CHAMBER-q � U��,,Yil,�,4 5�a.��
: '4 to 6 dia.pipe _ - - A'4'4g�^i-. -�04 0� �sw��G ti��.e
SYSTEM DESIGN -MOUND ' c� �"o`'"��� �`��u 9��•�y
TYPE-�, � BEDROOM , Ave�age percolation rate��min./inch (design.83sq.ft treatment area per gal. of daily sewage flow) _
. l�a gal./day x.83sq.ft�gal,�..�.sq.ff.of heatment areo +10% =�2 sq.fi. (.= IOft.width= ss ft.length of bed area+side slope run�.to I x�`t height= �_ft.x�ft.lawn•area needed)
Clean rock needed- '�� sq.ft.treatment area x •L�depth of rock���...cu.ft=27=�-cu.yds,(3/4��io 21/��dia. ,includes 2�of rock above pipe) �
���� Clean sand fiit below rock needed L2�cu.yds. approx. , sondy�oam back fill�cu.yds.approx., topsoil 6���_cu.yd. Rv�- SR t-�� p��P'C� � �•y •
c��as�-o C4��.���—Co_t�oo_xo�a.�o_.T_oe so��Fc�_�FR����g .���a` '7�> c.,�rfl)
. Number of tanks required�_, Ist tankl�2_gol. ,2ndtankL�ZC2gal.minm�ms P��s 4�mP�Nv �-���+mp�Q- . •
� Pumping chamber capacity- 25% of daily sewage fbw of�Q.�gal.= �_�gai.+reserve storoge of 15 Oc�7,/B1�.1�Q gal.+pipe bacfc drau�age- PROPERTY OF� �
�� �� �
• � of�_gal./IOOlin.ft,of.s� dia. supply pipe, lin.ft.needed..J�_, �_gal.+ manifold gol./IOOlinff of� dia.pipe,I"n.ftneeded2 ,�—ga. �o �. -T � ,ti
- �� total capacity needed �� gal.(pius area forpump) us� rn�r�. J�oo gal.caP. '
: Oistribution pipe 1 ����dia. , t � lin.ft., ���dia. perforotions.�S���aparf o��'au ��� L1�-��1. ao-
Pump srze ��� hp. (pumpable capacityL'2�gol. 4cycies/day) � ���� � � H�Ao PQ��s _O��NR'Q-U'� t-F� aa1�t1• $-P 7'ES'jll�JG /�lG; ;
� Nole � When construcling bed r- , this areo should be shoped Note� Distonce from treahnent area to neighboring v.etls- Des�gned By�1.��-- �'•�'��`'—' ,
fo divert run-off from entering treatment orea. L,�����'" �'�a�' S� pH 612_4g7-3566
. _ Do i c�,�./�.er /3.,5.�
, � � � • ' MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. �.•�w Estimucd Sewage Floa in Gallons per Day(gpd) .-1
Estimated �o � �C� N�� Type I Type fI
or measured -- x 1.5 = -- gpd. $��,,,, �'p�JII �rv�rv
2 300 2?S 180 sos
3 450 300 218 °�
B. SEPTTC TANK LIQUID VOLIJMES � 4 �o0 3�s �w '�
s �so eso z� "�°o
6 soo su 332 �
�-/r�o v g ons � ioso 600 3�o ed1e
��
�y_r���.� 8 1200 675 408
C. SOILS(refer to site evaluation) �'°'�'�� �`���
�, N�mmbc ��t c��.u►
1. Depth to restricting layer = .-��-�u a�Y inches �� ���,. �,,,
2. Depth of percolation tests = 1 a inches ``"`"' `"'�''
� z«� �so �.�u
3. Percolation rate =�• � mpi s«a �.000 �,soo
4. Land slope 3 % s�6 �.soo 2aso
7 a 8 2,000 3.000
wa 9 See fig.C-6 (z 1S)
D. ROCK LAYER DIlvIIIVSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: A x 0.83 = ,
�oo . gpd x 0.83 sq. ft./gpd =��u sq. ft.-t ��`��=Sy�II
2. Select width of rock layer (10 feet or less) _ �o ft.
3. Length of rock layer = azea=width= Rock Bed
�y'1 Sq. ft.�- /D ft. = SS ft. ti•ti•�•�...ti.�.�•�•�.�•�.�.�.�.ti.�
J•1.f•f•f•r•f•t•� t•t•1•1•l•t•1•
{•tiH•ti•��ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•\•t
1•r•f•1•j•1•1•1•t t•�•t•r•t•t•r• �dth 510 ft.
1.ti•ti•ti•ti.ti•t•ti•ti•b1•tiKKK•ti•ti
. f•t•t•J•1•r•r•/•t t•t•t•t•t•1•f•
1.4•�•ti•ti.ti•t•ti•t•L•1•�•ti•ti•ti•ti•ti
.r.f.f•J.f•J•r.r.f.�•�.r.f•t.f.j•
E. ROCK VOLUME �- �'g�' -�
1. Multiply rock area by rock depth to get cubic feet of rock; �- �
�sq. ft. x l,c s ft. _ <�u cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
��u cu. ft. i 27= �. � cu. yd. �
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
a� cu. yd. x 1.4 ton/cu. yd. _ ��> tons.
F. ADSORPTION WIDTH Li-�`� �'o'q�,-� ��►�a�,s�, �bk
� m i r�a�tia,x�� ��. R.m d
1. Percolation rate in top 12 inches o soi is �� p a x� �,,r ,.��,,
AM;,,u m�n,c}, Soil Texture p�.q,,.� ,,,;,,,,`
(as �b.eroam
Mdd�
2 Select allowable soil loading rate from table; Faster than 0.1 0�sana 1.20 l.00
0.1 to� Sand 120 1.00
,y .. � gpd/ffi� 0.1 to� Fine Sand" 0.60 2.00
6 to 15 ndy Loam 0.79 iS2
3. Calculate adso Hon width ratio b dividin rock la er 16 to�o [.o� o.bo 2.00
rp Y g Y 31 to 45 s�ic r.�m o� z•�
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; -�.to�o -. ciay t,o�, �0.4$ 2.6�
61 tU 120 Clay 024 �.00
1.20 gPd/ftZ'.- ,�i gpd/ft�_ �.(o'� Slower than 120 Cla - -
"Soil having 509i ar more of fine or vay fine sand
4. Multiply adsorpdon width ratio by rock layer width to get
required adsorption width;
,�� x /o ft= ��,,.� ft
���.J
G. , �W,rTSLOPE DIKE WIDTH �
1. If landslope is 3% or more,subtract rock layer width from
s� adsorption width to obtain minimum downslope dike toe
_,"' ��,� ft-�_ft =.-1.2_feet
2. Calculate Minimum mound size based on geometery:
a. Detemtine depth of clean sand fill at upslope edge of rock
layer: Separation � ' feet
b. Multiply rock layer width by landslope - r roor co�•�..
to determine drop in elevation; t rooc Ro ea
Slope Diffel'BlICB S�perellon �-� +..t
�C X ,Z °fo y 100 =_�feet siovr o�tt�rence�._ et
Upslope WIdtN
c. Add depth of clean sand for sepazation (2a) �-teet Roce eea wiain
at upslope edge, depth of rock layer (1 foot) to depth of _1s2__r�et �ownsiope w�acn
cover(1 foot) to find the mound height at the upslope edge �� �eet
of rock layer;
�,� ft + lft+ lft= 3,a feet .
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of <.S7
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: 3.z x -�,5� __,j�feeE
f. Add depth of clean sand for slope difference (2b) at
downslope edge, to the mound height at the upslope edge
of rock layer (2c) to find the downslope height;
� �,a ft+ .•� ft = 3,.Sfeet
f � g. Enter table with landslope and downslope dike ratio.
:��
` Select dike multiplier of y.5y
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: �.S x�_= 1 l.. feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width; _ �!_
�
feet
� :: ...:.::.....
..:uosi�oi wiatn::..:.:::::?.�;::?;:>�::>';`�>::
::;�:
: �
r•
�t
i::::`:;;<r';:i:::?;:?::':;::;;:;:��:i:::t:.s;i:{:::::>?::>�i'i>:?i;':'::`:;::;<.:t';:i<`:':�.:>;
un width is the sum of .:>::;::.
J•
Total mo d
,::<:,::..;;:.;.;�;:::.:r.:.:::>::.:::::.. ....................
..�:::::.;:.::.:::,.::..
:,:.;::::::.;.::..: ....
.......................................�.::,,.::..
u slo dike G.2e width lus rock ��'�":`:�:�:`
P � � � P �ock e�a w�atn %�'•'':�::;:;�<::<>:<.:::>:
.:::�.:;:,.:;::.:.�:
/o��5�_r..c ,.,...:,,:<:::,.:...
layer width (D.2) plus = �o=�oo�'w+ai� �ot.�Q"o:'w;at�
^ 3. ��. t��t : �.1�ft�t
/' J::>i•.'.:8'.:i
:Y•:fiR:::':.x.<iss:�::.:..:...:..:.
.'.v?%i:f:::.'•ii:;:3:ii:2';:::i::::i::::::;:y.:.:•:::r•:::.::.�:::::.:::::..•.:;v.::
.L� • f,.S:4'L{ii:v}i:f:w:::::^.:::�:::�::�..:::}::::}r.v r.::O:•:�:::::::w::.�:::^::v::
downslo d.ike width(G ), - :..>:.,:.: ..:>....::..:::.�:::.::.::.::::..<..:.
0
:,,::;:_.:..:
Pe
a
- -z�
�
- ,� f e
+ et
+ ft
ft �
ft 7
��
_12
�-
M
;.::w�:.;.
;<:;w�s�:;;:.:. at�:=:�::::::::>:<::<�:::::::::::::��::>:::;::;::::>r��:::<»:<<::
�•`;:?:?<.�Do 0
D
e um of
un 1 n th i th s
k. Tot
al mo d e s
►ea�
.:.:::.:�:::.::.:.:......
g ..�.-..............�'`::>�:<::;<>;::..<;s:;;:�.;;';;;:<;:::::<:>::::::
:.;::;•;:<::>:<:�:.;:�:::::;:•;:.:.:.::;;.:<.:..>;•::.,.
?>::;>::::;>:«;;:<:;::::«::<:�:
.......... ..... ....... ..... ... .... �:.:.. :.:.:::,:.,
• ii::::i:''::;:i;ii:tiiii:�ii;i?i:;i<�:;:i':?;::';;:r::;:?iiii;;;;:":?::�f::;:i;`:;:i::i;:::;?tii:;'>:it:>;::i??i?2:::3?c:;i:`:i:?::::i;;:
la r
a:::.::c.::::::::.;�:::::;•:
1 rock e
.2 us
ke dth e
1 di wi G
u so
Pe
( )
P
Y
P
:�:;»»<::':>«»:<:>�::::.'
i .2
'k w dth e •
. d� e G
D lu u 1 e
h 3 s so
len ( )
,
St
( )
P
P P
_ �
�ft+ SS ft +�Lft 'J feet :: ; ' . . .:; . ..:.;. .... . : . : �
�� -� Ss "�� ��� � � / Totel Lenpt�
own ope ps ope
3:1 l•1 5:1 &l 7:1 3:] 4:1 5:1 Sl 7:1 b:l
1L alope
p 3A l0 5.0 GO 7.0 3.0 4.0 5.0 60 7.0 8A
1 3.09 117 5?b 638 753 291 3.85 �.76 5.66 651 7A1
2 3.19 l35 556 682 S.I� 283 �3.70 �S� 536 61t 6.90
3 _ 3.30 �`C� SBB 732 6.86 2T L357� 435 S.� 5.79 6.15
� { 3.l1 U6 625 7.89 9.T2 268 3AS 417 l8� 5.16 6.06
5 353 5.00 667 8S7 1077 261 33'! 1.00 L62 5.19 5.71
6 3L6 52b 7.1! 938 1207 2Sd 313 3.85 111 �.93 SAI
� 3�0 556 7.69 ]03l 1373 2�8 3.12 3.7D 1.?3 l70 5.13
8 3.95 S.BB 833 115� 15.91 2C2 3.Q! 35l l.� �.�9 t.88
9 1.11 6.75 9.W 13At 18.92 236 241 3.15 3.90' �30 4.65
10 /29 6b7 IOA 15.00 2333 231 286 333 3.75 t.12 4.46
�l 1,{8 7,14 11.11 17b5 30.13 226 278 313 3.61 3.95 d1b
�Z �fiP 7.69 1250 21.63 <375 221 270 3.12 3.19 3.80 4A6
I , F-17
:�
;��,�' PUMP SELECTION PROCEDUR�
�END PERFORATION OF A PERFORATED �ATERAL
A. Determine pump capacity: �•a.�...
Gravity Distribution T.,.,,, ���;,
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of _ ::. � . � a c..»„�.�e,k���p„
water use rate. .`°"'"5a°`"" `�� �,`.,;,°'cwwid
2. Maximum suggested for delivery to a drop box of a home system is 2,700 ., . ►�+�•��a��»���=����h
.,»C�O W.e, ToP
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ...,;�,,„ '_., �.,„ ,2•„Ed9e
la st R«t Lq«
� .... ._. � Rrleralens LacstM at
Pressure Distibution �� ��+��� �""^"�"""
3.a. Select number of perforated laterals 3 .
ono.w+sen rr.o.r+r sco�n.e
b. Select perforation spacing= � feet �,�.p,,,,,,5,,,,�,,.,
c. Subtr ct 2 ft from the rock layer length.
��-2ft.= `' _feet
d. Det rnune the number of spaces between perforations.
Length perf.spacing=;�ft.+ � ft._,L2 spaces Requited Perforation Disch e
e. �spaces+1=��perforations/lateral ' ��o�p��,�re(gp�
f. Multiply perforations per lateral by number of laterals to �`�"�8e , �a ,
Z � Head �Z w� 4 aa,�r
get total number of perforations. ,��,,,� x �,-�-;�a,,_�_perforations. �f��>
g. s�,`� X���= '--�-� gP�• 1.Oa 0.56 0.74 .
SELECT'ED PUMP CAPACI'TY�a gpm 2.�b �.g� 1.�4 '
B.Determine head requirements: a.Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other applications
�_feet
r��� 2. If pumping to a pressure distribution system,five feet for pressure
� required at manifold if gravity system,zero.
`� feet
� 3. Friction loss
' a. Enter friction loss table with gpm and pipe diameter. �p�L�g�
Read friction loss in feet per 100 feet from table. � Point of Discharge
F.L._ �.��I ft./100 ft of pipe s
b. Determine total pipe length from pump to discharge Ele�ation Differcnce�
point. Add 25 percent to pipe length for fitting p�P ��a
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
13� x 1.25=J L3 feet
c. Calculate total friction loss b muld 1 n 1.5 inch 2.0 inch 3.0 inch
Y P Yi S g� FriaSa+lm pv 100 fl of pipe
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= � .�y x /(�� +100= feet 10 0.69 0.20
-�-�'-- 12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and total fricdon loss. 16 1.63 0.48
18 2.03 0.60
20 2.47 0.73 0.11
�_+�+�_ 25 3J3 1.11 0.16
(1) (2) (3c) 30 5.23 1.SS 0.23
35 7.90 2.06 030
40 11.07 2.64 0.39
TOTAL HEAD a a feet � 45 14.73 3.28 0.48
50 3.99 0.58
C. Pump selection ss 4.76 0.�0
6o s.6o o.s2
`',s 1. A pump must be selected to deliver at least
r.;.::,
>�;z�'
� p gpm (Step A)with at least �a feet of total head(Step B).
L-13
CERTIFIC�T•ION � 00627 Logs of Soil Borinc�s
Location or Project Terry Dahlstrom, Lot8 ,B1k. 1,The Farm at Long Lake, Orono
Borings made by S-p Testinq, Inc . Steve Schirmers _ Date 6-23-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Iiand X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 993 • 1 feet Surface elevation 991. 1
0 - 0 - ----
Topsoil dark brown loam Topsoil very dark
0 - 10" 0 - 10" brown loam
1 - Gray 10" - 1 , 2„ brown loam 1 - Very dark brown clay loam
c�a oam 1 ' 2" - 1-1/2 ' -MOTTLED 1 2 ' 10" - 1-1/2 '-MO T ,
2 - Rusty olive gray 2
C�a y rary 1-1/2 ' - 1 ' 10"
clay loam
Rusty gray clay
3 - 1-1/2 ' - 3 ' 2" 3 - loam
Rusty olive brown 1 ` 10" - 3 ' 10"
4 - loam 4 -
Rusty gray loam w/
traces of sand
5 - 3 � 2�� - 5 � 5 - 3 � 10�� - 5 �
6 - 6 - �
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 5 � feet.
Standing water table: Standing water table:
P p present at 3 ' 10" feet of depth,
resent at feet of de th,
hours •after boring . 18 hours after boring.
Not present in hole X � Not present in hole
Mottled soil : Mottled soil :
� �
Observed at 1-1�2feet of depth. Observed at 1-1�2 feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-l�
CERTIFICnT,ION � 00627 Logs of Soil Borin�s
Location or Project Terry Dahlstrom,Lot8 ,Blk. 1 , The Farm at Long Lake, Orono
Borings made by S-p Testinq, Inc . Steve Schirmers _ Date 6-23-95
Classifiction System: ARSHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Iiand X , or Power , Flight , or Bucket X
Depth, Boring number Depth, Boring number 4
in in
feet Surface elevation 991. 7 feet Surface elevation 993 . 6
� Topsoil very dark � Topsoil dark brown loam
brown loam
0 - 10" 0 - 10"
1 - Ve d rk „ , „_ , ,� 1 - Gray „ , „ brown loam
bro cla 10 - 1 4 MOTTLED 1 4 10 - 1 4
Rusty olive brown clay loam
1 ' 4" - 1 ' 10"-MOTTLED 1 ' C
2 - 2 �- Rusty olive brown clay loam
Very dark gray 1 ' 10" - 2-1/2 '
3 _ clay loam 3 _ Rusty olive gray
clay loam
2-1/2 ' - 3-1/2 '
4 - 4 -
S _ 1 � 4�� _ 5 � 5 -
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 � feet. End of boring at 3-1/2 ' feet.
Standing water table: Standing water table:
present at 4 ' 4" feet of depth, present at feet of depth,
18 hours •after boring. hours after boring.
Not present in hole � Not present in hole
�
Mottled soil : Mottled soil :
Observed at 1 � 4�� feet of depth. Observed at 1 ' 10" feet of depth.
Not present in hole tdot present in hole
Comments : Comments :
L-l�
CERTIFIC�T�ION � 00627 Loqs of Soil Borinc�s
' Location or Project Terry �Dahlstrom,Lot8 ,B1k. 1 ,The Farm at Long Lake,Orono
Borings ma�e by �-p Testinq, Inc . Steve Schirmers _ Date 6-23-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : tiand X , or Power , Flight , or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 993 . 4 feet Surface elevation 993 . 2
� - . 0 - -
Topsoil dark brown Topsoil dark brown
loam 0 - 10" loam
�
1 _ 0 - 1 1 - rown 1�„ _ 1 , 2„ loam
Brown clay loam
1 ' - 1 ' 10"-MOTTLED 1' 10' Brown clay loam
2 2 1 ' 2" - 2 ' 2"-MOTTLED 2 ' 2
Rusty olive brown
clay loam Rusty olive brown
3 - l � l��� _ 3 � 2�� 3 -
clay loam
2 � 2�� _ 3 � 4��
Rusty olive brown
loam Rusty olive brown
4 - 3 � 2��_ 4 � 4 -
Rust loam
y4 ' - 4-1/2 ' gl�oa�msilty
Rusty olive brown loam
4-1/2 ' - 5 ' 3 ' 4" - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 5 ' feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours •after boring. hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed atl ' 10" feet of depth. Observed at 2 ' 2" feet of depth.
Not present in hole tdot present in hole
Comments : Comments:
� • CERT. �r0062'7 •
, , PERCOLATION TEST DATA SHEET
S—P Testin Inc. 6-24-95 10 : 05 a.m.
Percolation test readings made by g� on c�arting a� p.n�.
�d„���
Lot8 ,B1k . 1,The farm at L�Q ng Lake 1 6-23-95
Test hole location , Hole number , Date hole was prepared
Depth of hole botto►n 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches 1 Soil texture
0 — 10" Topsoil dark brown loam
10" — 12" Gray brown loam
Method of scratching side�vall Kni f e
Depth of gravel in bottom of hol� 2 inches
6-23-95 4 : OOpm 12
Date and hour of initial�vater fillinP , Depth of initial water fillinP inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ALtoma t i c_ s iphon
,Maximum water depth above hole bottom during tesr 6 inches
Time Percolation
'I'ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
� inch
Water re ining in t st hole -
10 : 05 10 : 35 6 1-11/16 17. 8 30 min
10 : 45 11 : 15 " 1-5/8 18. 5 !' "
11: 25 11: 55 " 1-5/8 18. 5 " "
Percolation rate = 18• 3 n+inutes per inch.
' •CERT�. n0062�7 �
. , PERCOLATION TEST DATA SHEET
S—P Testinq, Inc. a.m:
Percolation test readings made by on 6-2r4ff19 5 starting a� 10: 06 p m
Lot8 ,Blk. l ,The Farm at L Lake 2 6-23-95
Test hole location �o�e numlier , Date hole was prepare�
Depth of hole bottom 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 10" Topsoil very dark brown loam
10" — 12" Very dark brown clay loam
Methodofscratchingsidewall Knife
. 2
Depth of gravel in bottom of holr �nches
6—2 3—9 5 4�OP��.�nitial water fillinQ 12 inches above hole bottom
Date and hour of initial�vater fillinQ `
Method used to maintain at least 12 inches of waterdepth in hole for at least 4 hours Automatic s iphon
6
,Maximum water depth above hole bottom during test inches
Time Percolation
1'ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
' inch
9 : 50 prefill 6 -
10 : 06 10 : 36 " 2-7/16 12 . 3 30 min
10 : 46 11 : 16 " 2-5/16 13 . 0 " "
11: 26 11 : 56 " 2-1/4 13 . 3 " "
Percolation rate = 12• 9 minutes per inch.
' � �ERT. �00627 �
, , PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 6-24-95 10 : 07 �
Percolation test readings made by on starting ac P.m.
Lot8 ,Blk. l,The Farm at Long Lake id�"' 6-23-95
Test hole location , Hole number , Date hole was prepared
12 6
Depth of hole bottom inches,Diameter of hole inches
Soil data from test ho)e:
Depth,inches Soil texture
0 — 10" Topsoil very dark brown loam
10" — 12" Very dark brown clay loam
Method of scratching sidewall Knif e
Depth of gravel in bottom of hole 2 �nches
6-23-95 4 : OOpm 12
Date and hour of initial water fillinQ , Depth of initial water fillinQ inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon
6
,Maximum water depth above hole bottom during test inches
Time Percolation
1'ime interval, � Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
' inch
9 : 50 prefill 6 ,
10 : 07 10 : 37 " 5-7/16 5 . 5 30 min
10 : 47 11 : 17 " 5-1/4 5 . 7 " "
11 : 27 11 : 57 " 5-1/16 5. 9 " "
Percolation rate = 5 ' � minutes per inch.
' � CERT. #0062'7 '
. . PERCOLATION TEST DATA SHEET
S—P Testin Inc. 6-24-95 10 : 08 a.m
Percolation test readings made bY g� on starting ar P,m.
ida�rl
Lot8 ,B1k. 1 ,The Farm at Lor� Lake 4 6-23-95
Test hole location , Hol�number , Date hole was prepared
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 12" Gray brown loam
Method of scratching sidewall Kn i f e
Depth of gravel in bottom of ho1P 2 inches
6-23-95 4 • 00pm 12
Date and hour of initial�vater fillin4 ,Depth of initial water fillin¢ inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Ai�t�ma t i c� G i �h�n
,Maximum waterdepth above hole bottom during tes� 6 inches
T'ime Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
� inch
9 :50 prefill 6 -
10 : 08 10 : 38 " 3-15/16 7. 6 30 min
10 : 48 11 : 18 " 3-5/8 8 . 3 " "
11: 28 11 : 58 " 3-1/2 8 . 6 " "
Percolation rate = 8 • 2 R+inutes per inch.
�• CERT. �0062'7 '
, . . _ PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 6-24-95 10 :09 a.m.
Percolation test readings made by on starting ar P.m,
ida���
Lot8 ,B1k.1 ,The Farm at Long Lake 5 6-23-95
Test hole location , Hofe number , Date hole was prepared
Depth of hole bottom 12 inches,Diameter of ho1P 6 inches .
Soil data from test hole: �
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching side�vall Kni f e
Depth of gravel in bottom of hole 2 inches
6-23-95 4 : OOpm 12
Date and hour of initial water fillinQ , Depth of mitial water fillinQ inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours- Automatic s iphon
,Maximum water depth above hole bottom during tesr 6 inches
Time Percolation
Y'ime interval, � Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
� inch
9 : 50 prefill 6 ,
10 : 09 10 : 24 " 3-11/16 4 . 1 15 min
10 : 29 10 : 44 " , 3-9/16 4 . 2 " "
10 : 51 11: 06 " 3-1/2 4. 3 " "
11: 29 11 : 44 " 3-7/16 4. 4 " "
Percolation rate = 4 ' 3 **�inutes per inch.
' �•CERT. �00627 �
, , , � PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc. o� 6-24-95 «arting ar 10 : 10 �
,dmr� p•
Testholelocatio�Lot8 ,B1k. 1,The Farm at L 6 6-23-95
,��n�� , Date hole was prepared
Depth of hole bottom 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 12" Brown loam
Method of scratching sidewall Knif e
Depth of gravel in bottom of hole 2 inches
6-23-95 4 : OOpm 12
Date and hour of initial water fillin,g , Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon
6
,Maximum water depth above hole bottom during tesr inches
Time Percolation
1'ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
� inch
6 �
10 : 10 10 : 40 " 4-1/4 7. 1 30 min
10 : 50 11 : 20 " 3-7/8 7. 7 " "
11: 31 12 : 01 " 3-3/4 8.0 " "
Percolation rate = 7- � minutes per inch.
PERFGRATED �pYER OF GEOTEXTI�E IOAMY SAND CAP -
,�,�_:�._ LATERALS FABRIG PERFORATEO LA7ERAL
..�`'- .. ...,. - �
!' � �. • ':�'•, •._ .. GRA55 COVER 6 INCHES
�onrn $OIL i� � •y• . ��'";•';::`'�' 70PSOIl� .
SANDY � �J'� � /` ��� •� " :LEAN SAND FILL .. r
• ••�' '-'� /"• :;�;1;::, .. '
.
/� �'�'����� � ����'�;; MAXIMUM SLOPE—^ -
'r••
LAYER OF GEOTEXTILE � � ' ,�",;: i��� � ��` 3 ro i CLEAN ROCK "o' '
FABRIC OR 4-iNEi-IES—OF �� �•�•. ✓,�y� � ,� TOPSOIL � pLOWEO OR 3�a TO 2�/Z INCHES ' � SL�Pi
Y ;�•',� ,��;�/•' z,,� ) D15KE0 SURFACE � ,
� � SUBSOIL
PI P I'/z" OR Z� ,., ,r:r'•. /;/• �A�•� '/ �� CROSS SECTION A-A
E FROM PUMP-� � �,/ �'
y: ,�. J� � + /�� ��;
�'� �, � �1�' � PiPE FROM
3�9•_2 i�?• �� �/ /. �' ,/
CLEAN ROCK ���~ �. �� f \ PUMP{NG CHAMBER,
, � '/�• '� # ^/� � OIVERSION FOR .
'� i ./� SURFACE WATER W 1 � ;
6" TOPSOIL� /� ,� /�'� �� / -- Y ` ' ' .'�
, s � !' f �r•— — —
'....•.•"''�..,x�- �'' ��' f;.�.'� ��' _ � rl �-
�•� "' �;• • I ; I�
�•�l� ' , '�� 3 �t' - PERfORATEO ; ; I
_� "� _ �.� `•��r9�/ � MAx ' .�� LATERALS i �
� ���z� �.`{,: �� ;2,: ..;i.,:� ; i�
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S'�lE N�pP�,..�` �� , ::�;,:::;';:;Mi/.,.;. _ I ; ; � :
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_ �o#o '�� 20 :.
� _ INCHE I � � � a � � INCME$ ._
LAYOUT OF PERFORATEO PIPE LATERALS FOA - I . ; ; I
PRESSuRE DiSTR18UTI0N IN MOUND —_ .—
�-'— — —� I
D�KE --�� FEET�_D�KE
�PERfORATEO P�ASTIC PIPE _ MAX.
TOTAL WIOTN
�PEftFORAT10N5 SPACED 36� N SpaCING _ • . , •1 �
END StZE�EMnY gEPi 6FOR=TION _ \ � P fRfORAr�� � I I
YIEW pR y� � '� PLAN VIEW --
2�M4NIFOlD
/��/ \ p�pE � END PERFORATION OF A PERFORATED LATERAL .
.�'
� PERFORATIONS ON BOTTOM OF •! � l-Gros� Co.n
PLASTIC PIPE
90 �-��' �\ i�� roo.uu
. � '/s' �~_� ` ' =�IALTERI�ATE LCCAT�ON " '��w Sond�,oyr• �-O�r of Geou�tlb FoErlt ierlw-
� O� �IpE FROM PUMN►
� � ^Pufa lion OrAIeJ Norltoninlly
/� � • • � Inlo C p lNor Top
L END CAP 9�r /� p`�� •�/�Plw •� ��,—A� Lwa 12'to Edp•
'�R on FNIO RaA .-, ol Fock Loy�i
�i� D LA \ -P�r1a��lons Lowt�d al
�i� FpFA�E 2�PIFE FROM ...Cbort Sood LoYar 6onan o( Lonrol
�� pER PJMPIMG CHAMBER
� ��EN�f N � o.iohoi son v. . �� .
�a•,ir s�«�n.a
. � , . .
. , • . �
F-f� ` �� '
_a ' ' .
REDWOOD CEDq� OR
; WATER TIGtIT ff� LOCKABLE ELECTRIC Bt7X—� TREATEO�POST (4 x 4 min) '
� PLUGS OR ELECTRIC CONNECTIONS-------� �INSIDELBOX�C CONNECTIONS MADE
2" PVC CONOUIT SCHEDULE 80 -�-
MANHOIE COVER CHAINED 9� LOCKED 6�sP� �OOP OF POWER CORD FOR
SETTLEMENT
SEALED MANNOIE RINGS-- FINAL GRADE
I � � �
� �"�� AT IEAST 12� ' '�
j ��� � BELOW GRADE
�
i WIRE FROM POWER SUPPLY
� --- ' PIPE IS LAID ON A UNIFORM SIOPE FROM
/!� . �FOR PROPER DRAINBACK IL TREATMENT lUiEA
SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FaR DR/�1NBACK,
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO
WITfi ANCHOR-----�
ALARM FLOAT ON SEPARATE — WEEP HOLE
EIECTRICAI. CIRCUIT—
NOTES� EIECTRICAL WIRE FROM POWER SUPPLY
._.STAR7_I�EV�S7_;�r. _ _ MUST NOT RUN OVER ANY TANKS BUT
MUST 8E �AID BESIOE 0T11ER TANKS
3 �. AND MUST BE PL/10ED IN CONDUIT
ALONG POST
SHUT_OFF LEYEI�Q_ __ __ _ ELECTRICAL CORDS fROM PUMP AND
FlOATS MUST 9E Rt)N TNRQUGH
cONDUIT. wIRFS CnNNOT HnvE GROUvO
PUMP CUNTROL FLOAT--- CONTACT.
���
,
,
� i'igurc F•R
.
METAL
COVER
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t
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CONCRETE ,rz,��
MANHOLE
RING
z.
METHODS OF SLCURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
; Figu�c C-14
I
1
. � • '
. ,
. . � .
_ 7
VERTICAL SlDEWAL� SEPTIC TANK
���-FINISHED GRADE
- AT LEAST 6"TO 12" SOII. AT LEAST
�•. 4" OIA. COVER 4' DIA.-�.,
M�K -AT LEAST I" � AT LEAST I"
� . •.. .. .
�. �� --
. --- � � :
—�- ��1_ A DIMENSIUNS FOH TANKS WITH VERTICAL_SIDES A
W�OTH W 24" MINIMUM ___
� LENGTH, L 2 TO 3 TIMES THE .WIDTH ___
B OIAMETER 60` MINIMUM _ __
, � DEPTH, 0 30'_MINIMUM; 78' MAXIMUM ____ C
——A 0.2 D - --• �
- � �AT LEAST g 6" MINIMUM;_0,2 D MAXIMUM _ 6"
3�� � -- p�4 p ---
--- --- -AT �EnST 4 FEET--- -- —•--- -�
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�_ �. � i
� •;'.';OUTLET L.EVEI. ..�, ,�v� ..I •�� Y
�. �.. ���.� � � � h� �
_._— SCUM CLEAR SPACE — �I-� CLEqN pUT TANK WMEN�
ti _ — — __ _" �••�• _ �; �4 IS 3' OR l.ESS OR
��
T 8'IS 12"OR LESS
_ — _ — _ ,:� 8
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.�. �
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y/
MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N THE SEPTIC TANK
G�
DATE TIME
CITY OF ORONO CALIED IN /G'-I 7-S's
INSPECTION NOTIC SCHEDULED �U -%S� ;3
PERMIT NO. `7 �� COMPLETED �� � /
ADDRESS � ���Gk'�•Z.6�. ���'l�1-rt. `�c''�.
OWNER !✓�7�.�L��rri ��'�-l�CONTR.
TELEPHONENO. '� �3 " �3�'�
� DESCRIPTION ')` � � -' L
� 01 FOOTING 11 MECHANIC L J 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 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 COMPLA�NT
v 07 DEMO-FINAL SEPTIC INSTALL� 22 FOLLOW-UP
i 09 PLUMBING RI 2 � 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: s � l X . — � �� �
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❑CORRECT VVORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
-' CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next i specti 24 hours in adv nce.473-7357
OwnerlContractor on
Inspector. � �� -�
White Copyllnspector's File Canary CopylSite Notice
✓�
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOT C SCHEDULED �
PERMIT NO. ����� COMPLETED ' �7��� - i
ADDRESS �� �
OWNER CONTR. ._-�'J���.)!��
TELEPHONE NO. -
� DESCRIPTION ��3:'/�•��
�
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPT . 21 COMPLAINT
� 07 DEMO-FINAL PTIC INSTAL 22 FOLLOW-UP
= 09 PLUMBING RI 235EPTTC�FINAL 35 HARD COVER REMOVAL
� 10 PLUMBIN � �� 36 FOUNDATION/REMOVAL
� OWNER/C RACT TO MEEf YOU:✓YES NO
� COMME TN S: —�� � � '(-� ��
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W
Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. r- pHOTOTAKEN
INSPECTOR WILL RETURN
C CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473�73�J7
OwnerlContractor
Inspector. � �� �
White Copy nspector's File Canary CopylSite Notice
✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE / SCHEDULED ������ �
PERMITNO. �~�"~ � COMPLETED � ��
ADDRESS
OWNER CONTR. �/ �
TELEPHONE NO.
� DESCRIPTION �� ���6'
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTI NT. 21 COMPLAINT
� 07 DEMO-FINAL EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTI AL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEEf xOU:_YES_NO
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0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
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❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
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❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContractor ' e:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOT E SCHEDULED �.s-�'%,�% ��
PERMIT NO. ��� C LETE 1
ADDRESS � �
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OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION
� 01 FOOT1NCi 11 MECHANICAL RI 18 EXCAV/GRADINd/FIWNO
�Q 02 FRAMING 13 MECHANICAL FINAL 19 LAi�SHORE/WETIANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIflEPLACE 34 TREE REMOVAL
Z p4 WALL B0. 12 WATER HOOK-UP 17 SITE INSPECTION
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Z p5 FINqL 14 SEWER HOOK-UO 06 PROGRESS
� 07 DEMQ—SITE 27 SEPTiC MAINT. 21 COMPLAINT
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Q 07 DEM�FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
= 09 PLUMBINC3 RI � C FlN 35 HARD COVER REMOVAL
� 10 BINO FINAL FOUNDATION REMOVAL
Q WN /CONTRACTOR TO �ET YOU:_YES O ,�
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� BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ` pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP OROEH POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor s' -
Inspector. ` —_✓' �
White Copyllnspeclor's File Canary CopyfSite Notice