HomeMy WebLinkAbout2008-P12100 - new septic system � � � PERMIT
CITY �OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number: p12100
Crystal Bay, Minnesota 55323 Permit Type:
(952) 249-4600 Septic
Date Issued: 5/29/2008
SITE ADDRESS: 2010 Colin Dr Unit#
Long Lake,MN 55356
PID: 03-117-23-21-0014
DESCRIPTION:
Proposed Usc: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
New Septic Installation
FEE SUMMARY: Permit Fee: � 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Ritter Excavating OWNER: Douglas Franchot III
7120 Vernon Street 2010 Colin Dr
Rockford, MN 55373 Long Lake MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
\
� APPLI T PERM[TEE SIGNATURE S 'ED BY S]GNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
r : � /
AV
, ,��� City of Orono C �g�� � FOR n u o Y n
� � P.O. Box 66 �� � � �� /�/�� L)
2750 Kelley Parkway Date Received. rmit#T� �
�a �'� �;:rr. � Crystal Bay,MN 55323 s �
���(��,��y+��o` (952)249-4600 Amount: $ ��C ,
�ggg0
CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Job Site / Owner Information:
� �
Site Address: �. �' �� ������n- „��2-�-Z.--�.
�)
Owner: ,,��_��� �,�7 �� r-G�� Mailing Address:
�
c�ty: � ��-��-�- zip: � 53 s�
Home Phone: Alternate Phone:
Contractor/ Applicant lnformation:
��
Contractor/App.;;������=������-�> �� Contact Person: j�ic°�-�- //c�
, � � " Z
Address �� 2 c� ��-��� .�� State License #: � ��Gf �
City: �i� �� ����Zip: � �� �� Expiration Date: _�� 2 3 -C> �
Phone: �� 3�-�f �� � ��f- � Alternate Phone: �- �� `���'��L /
:' TYPES OF OCCUPANCY ��
� Residential ❑ Commercial ❑ Other
����� ����� PERMIT TYPE AN��D� FE��S �� � ,�r
�
New or Repiacement System $100.00 �Q(7
Repair Existing System 50.00
(Tanks or Drainfield)
State Surcharge .50 .50
, > o
Total $ �'���� ���
V:\(Permits)\Septic System Permit Application.doc
1 / 2
** ATTENTION APPLICANT ** � �
j Fill in all appropriate blanks and check all appropriate boxes. ' �
I will be installing the following:
Tanks
� Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks: (C�DO �(;)C�U �C�C7C7
Treatment System
Trenches s.f.
�/ Mound ��J s.f.
Gravel less s.f.
Chamber s.f.
Final Cover / Top Soil
e borrowed from site (show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete, true and correct.
n � ,��
Signature of Applicant ��-�-�---� �%C�C-�� Date: � � � � - �%��
MPCA License No.:
Staff Review: (��Accept ❑ Denied
Reviewer: �� Date: g � �� - �
Reason for Denial:
Comments (to be printed on inspection card):
V:\(Permits)\Septic System Permit Application.doc
2 � 2
� . . r• �7lP TESTING� �NC. Steven B. Schirmers • MPCA Cert.No.
627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763)-497-5011
�OR4N0 CaP� State License #394
January 29, 2007
'��='�J1.F�'�,;� 2,^�.�"_�^'C>'Q �>�a�,
�-
Doug & Peggy Franchot �J ��� � �
2010 Colin Dr. � �
✓
Orono, Henn. Co., MN �� �
�
A Compliance Inspection was compteted for the existing on-site sewage treatment
system located on this property. Soil borings # 1A & 2A found mottled soil (redox
features) at 38" & 36" below the ground surface. Soil probings into the system found
gravelless pipe with the bottom of the pip� at 28" to 40" below grade. The system does
not meet the required separation from the bottom of the system & redox features & is
classified as non-compliant, failing to protect the ground water.
This on-site sewage treatment system is clesigned for a Type 1, three bedroom home,
in accordanc�� with the Minn�sota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are a loam. The seasonally saturated soils were located at 32" to
38" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System
will need to be installed to treat septic effluent. The bottom of the rock must be located
at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate of 15.0 mpi. 4R4N0 COI'�
The existing tanks may be used if water tic�ht. If the tanks cannot be used, abandon,
pump & remove the tanks & install 2-1000 gallon tanks.
A pumping chamber will need to be installsd to lift the effluent to the treatment area.
The power supply and switches must be lacated outside the manhole and pumping
chamber in a weather proof enclosure. A warning device must��talle��v�t���ight
and sound device, this is in case of a pump failure. E)F- RU
5EPTIC P I LA __.,_. .
INSPEC'�OR
T�ATE ��,�,�,P�RMIT NE3.�,,,,,,,�
AAPROVEA AS St38MiT'T�p
���`,!a�a�� � AIOT�ROYED-CARAECT��R 8 B(d11'�
�w,�,.,,.���O�Wr ����r�,��� � These oon+mepts pe fl�r your Mfornutlal. 1N1 w�rk sh+tN be�wM
���i����� �full compliance wfth;�lt applicable�eptic snd soning cwie.
Aequiremenis ieucl�ing icoma nat specificrlly aoted ia ir4isYi�11l.
KEEA THIS W.AH S�'I'tlK S�T6 A3'Ai.L TtA168
The manifoid and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their encls 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.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
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 human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Recommend Iron filters be diverted out of
the system. Recommend to divert the water softner also if the iron filter is diverted.
Garbage disposals are not recommended, due to adding more solids & fine solids
passing through to the system. Excessive amounts of soaps, antibacterial soaps,
cleaning agents, shower cleaners used every shower & chlorine agents may kill the
bacteria needed to treat septic effluent. Additives are not recommended. Recommend
to pump & clean your tanks through the m�nhole by a certified pumper every 2 years.
Check with your pumper to set up a schedule. Recommend laundering be limited to 3
to 4 loads per day.
C,���'--� �'' ��� _.
Steven B. Schirmers
2
, �
_ ,--..
- i 2/25/0? � Water/Wastewater-ISTS4.31
��,ra�ja1��l�c�.�t��p�e�fiA�t� Fs�d'�11 �'��" �9�D��ii��
-�•--.�:-� Ti1�9�I6�I.11�At ��V61�[�E: �'t'��1�I17C':�"1� ��'Sfi�6T➢� n7inne�ota PoAlutioe�
� ;
_ � . Cos��rol�g�¢��
Comp/etlon of this form fulfiUs fhe rri/ni��a/requiremenls of 1Yfinn._Stat;§ 115.55(2001)and Minnesota R. ch. 70t40,(1999�_ Please refer
to local ordinances for other requirements or informatfon especially for.compliance recjuirements.for bedroom addl'tlons
�
Gen�ra6^ , i
- - '
�ate of7fr��p�c�ion� _I���oS IReasoa� forinspectlono �v��Q�1���
'P�`�'yr1 ti�
�ropertyr Own�r(s) �0�1�, � '�A�-1L.l� O'f� �
� . T��epf�one (�.y��.)�.4� - �4lpC�c�
�'e�-smt� reques�in� 6n�per.tio�u _ ��W1�=-
� 'i'�9ephone ( )
��t��aas-�ss . ac�� � �v����� -�,.�,����. ______-_-- ctty�^cz��� �
Zi� cmd�
Fire V�o./ I�arce@ �da. � �i • �oditi�r.N�t�.4'�-"�'t��
i "fovvtas8i i p
Legal De�crip�ioti .
ILocal Regulatoty�uttnority G��-( ��- b���, . �� � , �
1Dage sys�etn cottstcucte�9_Q°�tt?'�=i� 1"?'`"�(� ,systetn Bn�horeland�,re�: yes!� 5ysten� i�a W�lllheac9
P'rotectian ,At-e�: yes(`rio Syst�m seaying�a �I��H ficer�s��1 faciiity: yes -no_ �oca8 F�errralt# (s'f any)
�
Systems built prior.to April I, 1996 �nci no�foc,�ted fn Systems�located in Shoreland;or Wellhead.Protection
Shoreland or Wellhead Protectlon�Area or Setving a Food,
Beverage or Lodging Esfiablisf�ment . Areas a�•SerVing.a Food;Eeverage.or Lodging
, Estab►ishment, �e systems Quiit�gt�s-
. = Mareh 31 1996
Is tP�e s�slem a� imtt�inent threa� �in ne�F�s�C�1e��lth o • Ts t e.� tem an ;enm�nee�t the-eat to �iublic heaitFe
sa�e ? (a yes answer is an I7PHS system).�. —� —�-�5
�°�'��f��� (a�yes answer is an ITPH.S system) � �
- Discharge of sewage to the ground surfac�? YES �� - D(scharge of sewage to th�ground surface? YES ,NO
- D(sct�arge oP sewage to dralritf(e or surface waters7 YE5 -Discha�'ge of sewage to dtaintlle or surface waters?YES NO
-Sewage backu�Into dwellfng? � � ,
-YFS ➢ -Sewage.backup Into civirelling7 �YES NO
-Situatfon w(th the polentfal to immediately and �
-.�Ilua.tfon wltt�the potentfal to immedlately and
adversely fmpact or threaten publlc health or � • ' �
safe 7 � 'adversely Impact or thPeate� publlc health or
ty� • � YE_S �) . safety7 .
; YES NO
Is�he sv5tem failin4a (a yesansweri�.a fai/i�gsystem) Ts f:he s�r�tenn`-failiQie�� (a yes.answePisa fai/ingsystem)
- Less thah TWo feet of verUcal.separation betw�en . -Less than 7F�f8EE feet of vertical separatfon.betvVeen
syst�m L�ottonr and 5aturated soil or�[iedrocic? ES NO -systerp bottom arid�atur.ated soil or bedrodc? YES NO
-A seepage plt, cesspool,drywell,orleaching pft? YC.S NO
, , �
. -A seepage pil,cesspool, drywell, or leachfng pit7 YE5 NO
Is th�su�t�m non-com[�IiaiL � � •" •
- Is the sysfem regufated under a moi�iitoring plan or • � z� B�e systerr��t�on-coQngliant? .
operating permit? (if no . o to a e 2 - �s the systi�rra�regulated under a .monitorin.g plan or
� g p �. � YES Vp � operating permit7 (if no,yo to paga�2) ' YES NO
lf yes, � .
- Has the required monitoring talcen pPace7 YE.� NO �fyes, . -
(!f no, rhe system Is non-com I !n � � -Has the required monitoring taken plare? � YES No
. , py •g� (Ifno, fhe�syst�m Is non-cei'rn l ln .
'' PY 9)
- Doeslhe monitoring indicate.that tho systerri meets -� � -
� -::
... ; . - �=Does:the.monitoting fndicate�thaf the system meets
perfo"rrnance expectations? � - � � � YE�' N �
� ..... :, , . � �.. , .... .�, ��: � O .. : : p � .
: ..� . , . .. ..... : ., �e co ei�pectatio.�is?
(If no, itfe:sysfem is non-com ! in ' . . �°rman YES NO
.. � � . ,-...
� . . . AY 9) . �, • • (If no, ihe s �tem is non-com 1 In ' .. . � . �
� yr P Y 9�
�
`„ i ._ . . . • . -- � . .
' Page 1 of 2 . • wq-wwists4.31 .
� .
� - . • . .
, �ril�per�y Ovirner(s) `17C��.\La� "�''1�Y��..1 r' ']d�-'�,
—__IFir�e �I�e/ Paa-cel �1�.
_.._............._...__._._.-.a��.�___ ���.��:._._��:?�:�:�_.�__
.._.._......__..._._.._._.__._.._.._.__:._._.___..�.:_......__.............._.._._..
systein components (P/ease descri'be the system componentsandattach slfe sketch showingsystem/ocation):
�'�{;�"g'�'tn�1 �� �� � � " � ��"�- �!, � t, � '
'� f--�-� 'b—' '�4-^�4�4f�.�r S4(/�"C��.�=..�'1�1 u),ti�*',t-k . 1[���Sa> 1�l ,
�1v�G =�,,� �t t'�''�. �"� � "'�"'�'���.1c`�..��:�-� , r .
. � : ' t�a�_51�\`� � : t7 _1�,
�1/hat'method�wA�A.,�a,�F ,ake th d �l�erminatfon for ' —
combltan�� ln�.,��g ?(Note;/1/ostandardp�otoco/ex/sts
The fo//owing/�st/s not exhaust/v� orin s�uenUa/ordernor ind�cates rvhlch combinat/ons may R�eS�ry to�lake a dete�mination)
�Ila�ertlgf��tank(s) Hydraulic Funct(onBn�
❑ Probed tank bottom. ������S�paratiott p��taea�e
❑ Searched for surface outlet
❑ Observed low liquid level � � Conducted soif borings
❑ Performed hydraul(c test !
❑ Examined const. records ' peP�i to I(miting layer. 3� ��tr�����
�M Searched for seeping in yard }.1(�
❑ Examfned empty(pumped)tank ❑ Checked for baelc up.in hoii�e Depth to system bottom d��d���0�p��
r� Probed outside tanlc for"black soll" � Excesslve pondln�In soll systemJD-bo�xes � �amined records
❑ Pressuce/vacuum check . LGU Llmiting Layer Veri.fication
❑ Nomeowner testimony . �
❑ Other � Other
❑ Examined for surging In tank
� �r "Black soil",above soll system�Q
�. Other
Status of th� syst�m
�
�ased�e�tl�e complsance c�iter�a,tF�e systern��atu�s_i�o (check one) � falling (to protect�gr�undwater ❑ an
imminent threat to public f�ealth or safety(ITpHS)��p nori compliant(monitoring tssue) C7 cbnip►iant(none of the 3
previous condit�ons). Therefore,.this.docuenent is a; ❑.Certificate of Compliance L�.Notice of iVoncampliance
�s this systeQn an EPA Class V Tn'�c�lon.�il/ell? ❑ es C�# ho
CertifCatior�. a
I.hereby certlfy as a state of Mlnnesota licensed Inspector and/or Desfgner I or Qualified Employee Inspector and/or Qualified Em
Designer I tf�at I conducted an investlgatlon tl�aE accurately determined tf�e complldnr.e status of this syStem and that my recordedfoyee
observations are accurate as of thls date. .�No determinatlon.of future f�ydraulic performance has been nor can be made due to
unknown condftlons during system constructlon,abuse oP the system, lnadequate maintenance,or future water usage.
Inspector's name(pr(nt) �-� ��� � �'�. ���`��,�_� � �
License and/or Registratlon Numbei-��� �� P�������� � ��� � ����
� Address�,� �y������ �� , ���
Employed by�-'��`b?�� 13.4(��,
Signature__�"-�-. ��
!r Address �� �`�1 t L 1,��-�,�� �'1 1� .'�.`.,��/
� ���.�"
-----�-m.�..�-..,...
�clr�de ReqUir�ments _(der/vedfrom M/nnesota Statutes, Date_ f �" � �-}•��
An ITFHS must be upgraded,r�p/ac�o�Its use d/scont/nuc�d iy h/ir ten months of rc�ce/pt of tfi/s notice or within a shoi-te�. riod 'f
�equire,�by/oca/ordinance. If th�system fa1/s In pro vide su�c%ntground�vater prote,ct/on then the
rep/aced, or/Ls use discon�'nuc�d svlthYn the time requ/red by ru/e or.the local orrJ/nance. Ifan ex/st/n � /
/aw,.and has at/east�wo feet of d�s/gn sol/sepa�ation,then the s � s3'stem r,nust be upg�aded,
g system Is not fa///ng as defined in
discontlnuecl,notw/thstand/ngany/oca/o�/nancePfiat/smorestr�e7/1/����p�y o��e�s�p��/a darea� we//head
protection areas, o�h5ose useYJ/n cnnnecCion yvith�'ond,beveiage,and/odg/ng estab//shntents as defined In/aw.
suquested AttachmPn��
1) 'Site sl<etcf� cou(d also.Incfude:wefl,in�ell setback to system,dwelUng or other bulldin s tank(s),reserved soil treatment area,
surface�waEer and soff'boring Iocatlons. Include as-built drawing (f availa6le. 9 �
Z) Soil boring logs,sNowing each horizon.`Ind(cate tf�e texture,color,redoxfmorptilc features depth to bedrock,standing water and
whether.tt�e mater(al is flli.
3) A�lst of any.and alf requfrements of the.local ord(nance that are different from the state requirements referred to on this form.
4) A homeowner survey of system performance,signed by the homeowner as being factual.
S) Monitoring data as approprfate.
' Page 2 of 2 . �
� . • � �7-P TESTING� �NC. Steven B. Schirmers •
MPCA Cert.No. 627
951 Katydid Lane �lE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
!OGS �F SOIL BORIN[�S
Doug Franchot
2010 Colin Dr.
Orono, Henn. Co., MN
Borings completed on 1-8-08, with a hand bucket auger.
BORING NUMBER 1A- MOTTLED SOIL AT 38" - no standing water present in boring.
0 - 12" Topsoil dark brown loam 10YR 3/3
12" - 18" Brown loam 10'YR 4/3
18" - 22" Brown sandy loam 10YR 5/3
22" - 38" Brown sandy loam 10YR 5/3 - irons stains not redox features
38" - 56" Gray brown loamy mediums sand 10YR 6/2 -mottles 10YR 7/1,6/8
56" - 62" Rusty gray brown loamy medium sand 10YR 6/2 - mottles 10YR 7/1,6/8
62" - 72" Rusty gray sandy loam 10YR 6/1 - mottles 10YR 6/8
BORING NUMBER 2A- MOTTLED SOIL AT 36" - standing water present in the boring at 46",
during the boring.
0 - 26" Topsoil dark brown loam 1UYR 3/3
26" - 36" Brown sandy loam 10YR 4/3
36" - 4$" Rusty gray brown sandy loam 1QYR 6/2 - mottles 10YR 7/1,6/8
48" - 60" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8
05/29/2008 02:35 7634975011 SPTESTINGINC PAGE 62/02
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1VIO�iJND DESIGN WORI< SHEET (For Flaws u to 1200 d) �
A. Av�:rage Design FLOW A-1: Estimateei Sewage Flows in Gallons per Day
num er of
Estimated �_ gpd (see figure A-1) bedrooms Class I Class II Class III Class IV ,
or measured --� x 1.5 (safety factor) _ �-- gpd 2 soo 225 �ao bo%
3 450 300 218 ofthe
4 600 375 256 values
B. SEPTIC TAl\TK Capacity 5 750 450 294 in the
6 900 525 332 Classl,
�v��a�„! F,.�,n-t�- 7 1050 600 370 II, or III
�%�c� c� gallons (see figure C-1) �����,�, g 1200 675 408 columns.
I ac�c?ap�,! °oaAti.L..lrlfkm4o�`ct- �ocati.l�cavg� � -
C. SOILS (refCP t0 SItE eUCIIUQt1011� C-1: Se ticTankCa acities(in ailons
Number of Minimum Liquid Liquid capacity with Liquid capaciry
1. De th to restrictin la eI" _ � Bedrooms Ca aci arba e dis osal W����sposal&
P g y d��•�?�,�•l�' feet P ry S B P liftinside
2. Depth of percolation tests = �s � feet zo�ie55 �so 1125 �soo
3. Texture �c�f�v✓� 3or4 �000 �soo z000
5 or6 1500 2250 3000
Percolationrate 1�.o mpi �,8or9 Z000 3000
4. Soil loading rate ,to0 gpd/sqft (see figure D-33)
5. Percent land slope f� %
D. ItOCK LAYER I3IMENSIOI�TS
1. Multiply average design flow (A) by 0.83 to obtain required rocic layer area.
'�'!�� gpd x 0.83 sqft/gpd = `�?,�a sqft-t�a���!��
2. Determine rock layer width = 0.83 sqft/gpd �< linear Loading Rate (�LLI�
0.83 sqft/gpd x _ � a, gpd/sqft = 1� ft �ound LLf�
3. Length of rock layer = area = width =
�� sqft (D1) = � u ft (D2) = �� ft < � 20 ��0 < � 2
E. I�OCK VOLUME > 120 fVl PI < 6
1. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock
�1 ►� sqft x 1 ft = �t a cuft
2. Divide cuft by 27 cuft/cuyd to get cuUic yards
�� cuft = 27 cuyd/cuft = 1,S' cuyd
3. Multiply cubic yards by 1.4 to get weight of rock in tons
�_ cuyd x 1.4 ton/cuyd = a ) tons
D-33: Absorp[ion Wid[h Sizing Table
�F. SEY�AGE ABSORPTION WII�TH Percola�ion Ra�c Loading Rate
in Minutes per Soil Texture Gallons Absorpiion
Inch per day per Ratio
�"fP� s uare foot
Faster than 5 Coarse Sand L20 1.00
Rledium Sand
Absorption width equals absorption ratio (See Figure D-33) LoamySend
Fine Sand
times rock layer width (D2) 16 to 30 Loam o.� z.�
31 to 45 Silt Loam 0.50 2.40
�
oi.�(,) �( �_ f t = c�,(��(� f t 46 to 60 Sancly Qay Lo 0.45 2.67
Siliy Clay Loam �
61 to 120 Silty Clay 0.24 5.00
Sandy Clay
Cla
Slower lhan]20'
'Sysiem designed for ihese soils mus�be oWer ar per(ormence
f�-1 Wl�-t�-�) �1`�4''�-�
G:', MC��JND SLOPE WIDTH 8� LENGTH Landslope > 1% slope
(landslope greater than 1%) - �o�er�
1. Downslope absorption width = absorption width (F) ° �° `"`�""`°� D
am oQ�vo oog,
minus rock layer width (D2) _ 6•�ToPso�
��1 ( ��,�_ � �.:. ' �� �Clean Sand�ft
a v�t? +l - �l� 1 L - ��� 1 l Separation_J���ft � .�.v
� fteslri�ling Layer �
Upslop0 idN't(G2d) Rock Width(D2) �wnslopeWideh(G2i)
2. Calculate mound size ' _ 1,z___�� �K
UPSLOPE
a. Depth of clean sand fill at upslope edge of
Absorption Width-$y�d(F�
rock layer = 3 ft minus the distance to restricting layer (C1) ,��,��"
3 ft- ��G ft = /� � ft
b. Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE
layer = depth of clean sand for separation (G2a) �a„a urs�orE DOWNSLOPE
Slope multipliets for various multip liers for various
at upslope edge plus depth of rock layer (1 ft) �n% slope ratios slope ratios
plus depth of cover (1 ft) 3:1 9:� 5:� 6:� �:� s:� 3:� 4:� s:� b:� ,:,
►. a ft + lft + lft = �'��--•� At 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0
c. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.59 7.41 3.09 4.17 5.26 638 7.53
v� ��� (see figure D-34) z 2.83 3.70 4.54 5.36 614 6.90 3.19 4.35 5.56 G.82 8.14
3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 9.59 5.80 7.32 8.86
d. Upslope width = berm multiplier (G2c) times
9 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72
upslope mound height (G2b): , 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77
�����a x '�,.�z� ft = __[_c2__ ft �; Z,gq ,� 3.85 4.41 9.93 5.41 3.66 �5 b 7.14 9.38 12.07
DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.39 13.73
e. Drop in elevation = rock layer width (D2) tirnes 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 11.54 15.91
percent landslope (C5) = 100 9 2.36 2.94 3.45 3.90 4.30 4.65 4.]I 6.25 9.09 13.04 ]8.92
�lt X LP %- 10� = r .(� lt ]0 2.31 2.B6 3.33 3.75 4.]2 9.44 4.29 6.67 ]O.OD 15.00 23.33
f. Downslope mound height = depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 9.48 7.14 I7.1] 77.65 30.9a
sand for slope difference (G2e) at downslope 12 Z•Z� 2•70 3.L' 3.49 3.80 4.08 4.69 7.69 �12.50 21.43 93.75
rock edge plus the mound height at the
upslope edge of rock layer (G2b)
`3-'z- ft + �� ft = 3R� ft
g. Downslope berm multiplier based on percent land slop ,
S.�{-� (see figure D-34) ��
h. Downslope width = downslope nnultiplier �= �a� � �
� Upslope yV.,idth(G fd)
(G2g) times downslope mound height (G2� "�D `�
������ X �`" �� _ �,�� �� � Upsl�Re Width(G2d) WidUBD2) � UPsl�ope Widtli(G2d)
i. Select the greater of G1 and G2h as the � '' " Length(D3) �� ft
downslope width: a� ft � �
F � Downslope Width(G2i)�11''''11ft
j. Total mound width is the sum of upslope �a AbsorpNon Width(P)�_
�__a
width (GZd) width plus rock layer width `� �
(D2) plus downslope width (G2i) To����e�gw«zk, �e f�
i� ft + � ft + ac� ft = �-�� ft
k. Total mound length is the sum of upslope width (G2d)
plus rock layer length (D3) plus upslope width (G2d)
Ia2 ft + �a ft + /t) f t = G�I ` feet
�c� ' -� �i I' -r `�.�� �_��f
Final Dimensions:
4� x � > " ���. �
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
��-..�. Gl, f, .�' _,...�. 2� ,
(signature) �� l�_(]icense#) j � c��1 �L��' (date)
�L'�'�"`�-N �->�- c,�l'��
G. IeROiJND SLOPE WIDTH & LENGTI-i L.andslope > 1°Io slope
• (l�nd�lope greater than 1%) , �over]
1. Dowizslope absorption width = absorption width (F) ° `q'�" ^ �'
�, o� °a`�° g° ' � 'R"`�c
minus rock layer width (D2) ___ ,,., ,�, S nd�D ft '�i , „`, � ,
�,a � � ft - /c� ft = �'c� {t �.� sn�9�.�;
eparation_� ft ��,� �.�.
Reslriclins Layer "�----..�
UPs�op�1Witl���GZd) Ro<k i�ilh(D2) � ' �
2.. Calculate mound size � __ 1�__<< < f� r � ��
UPSLOPE ,
�. Depth of clean sand fill at upslope edge of
rock layer = 3 ft ininus the distance to restricting layer (C1)
3ft -�.'�t- ft = l. c? ft
�. Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE
.ayer = depth of clean sand for separation (G2a) L�,a ursLorE DOWNSLOPE
�t upslope edge plus depth of rock la er (1 ft) S'°�e multipliersforvarious ��«�pliersforvariou5
y �� slope ratios slope ratios
�lus depth of cover (1 ft) s:� 9:i s:i 6:i �:� s:i s:i 9:i s:i 6:1 �:1
� V ft + 1ft + 1ft = ;��Q �t 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0
,. Upslope berm multiplier based on land slope 1 z•91 3.85 9.76 5.66 6.54 7.41 3.09 417 5.26 6.38 7.53
���� (see figure D-34) Z Z•83 �3.70� 4.54 5.36 6.14 6.90 3.19 �,� 5.56 6.82 8.14
�. Upslope width - berm multiplier (G2c) times 3 Z•�5 3.57 9.35 5.08 5.79 6.95 3.30 4.54 5.88 7.32 8.86
�pslope mound height (G2b): 9 Z•68 3.45 9.17 4.89 5.46 6.06 3.41 9.76 6.25 7.g9 9.72
�M 1/ X �•1/ tt = � ! f t 5 2•6] 3.33 9.00 9.62 519 5.71 3.53 5.00 6.67 8.57 10.77
1
��WNSL�PE 6 2.59 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07
7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 ]0.39 13.73
�. Drop in elevation = rocl< layer width (D2) times g Z,qz 3.03 3.57 9.05 9.99 4.SB 3.95 5.88 8.33 11.54 ]5.91
�ercent landslope (C5) = 100 , 9 236 2.99 3.95 3.90 4.30 4.65 4.11 6.25 9.09 13.04 ]8.92
�_lt X ,.��' % = 1�� _ � �� lt � 11�., •�F,��_���s 10 2.31 2.86 3.33 3.75 9.12 4.99 4,29 6.67 ]0.00 15.00 23.33
�. Downslope mound height = depth of clean 11 2.26 2.78 3.23 3.61 395 9.2ti 4.48 719 11.77 17.65 30.93
;and for slope difference (G2e) at downslope 12 z•zl 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.93 93.75 y
�ock edge plus the mound height at the �
zpslop� edge of rock layer (G2b)
`?>.f� ft + � (,o ft = �ft � ��_5 ^
t��-
;. Downslope berm multiplier based on percent land slop "� "� t��
'���� (see figure D-34) I
i. Downslope width = downslope multiplier � �"� ��`_'��°.5
G2g) times downslope mound height (G2� ,� ►��� �-� ,�
_�- � r X v'��'^ ft = _.�_f t �m -~ Rock Bed
� UPsj�pe f idth(G2d)�uI Widtli(D2) �a Ups ope Width(G2d)�
. Select the greater of G1 and G2h as the � Length(D3)�O�S" �
lownslope width: 1 tp ft o Downslope Width(G2i) ((o f,
Total mound width is the sum of upslope AbsorpHon W;�w�F,��
�idth (G2d) width plus rock layer width _ ��� _
D2) plus downslope width (G2i) � Totai LengU�«zk, 5�.; �,
�I!__ ft + tv ft + lo ft �1�?__ft �- It� = S�
. Total mound ]ength is the sum of upslope width (G2d)
lus rocic layer length (D3) plus upslope widtll (G2d)
I 1 ft + za.; ft + ►1_ ft = �t�•5 feet
It,, �Q.S I� $�•� F1I�d1 �II�eI1S10I1S:
�`? ?� ��.5'����1�= ,
�
1lereby certify that I have completed this work in accordance witlz applicable ordinances, rules and laws.
! ::
i. - �� �.
�.�-�-- �.>. �., ,..,__,......___ (signahire) ��.5� (license#) 1- a.9 -o� (date
_ )
' ' PRESSURE DISTRIBUTION SXSTEM Geotextile fabric
l. Select nurnUer of perforated laterals ' ouartPr;,,�,,n rf�r,�'� � `l�
_ "u�;��
2. Select perforation spacing = �,� ft ' 9 of;rock
3. Since perforations should not be placed closer than 1 foot to Perf s�ac g si15-51/4"
Perf S g
the edge of the rock layer (see diagram), subtract 2 feet from
the rock layer length.
E-4: Maximum allowable number of 1/4-inch perforations
per lateral to guarantee<10%discharge variation
Rock layer length —2 ft —3�—ft perforation
4. Determine the number of spaces between perforations. spacing
Divide the length (3) by perforation spacing (2) and round (feet) i inch 1.25 inch 1.5 inch 2.0 inch
down to nearest whole number.
2.5 8 14 18 28
Perforation spacing = o� ft= 3 ft= 1,3 spaces 3.0 j�», '�"
... �, ._...8 .,r]3_,...,.._�...._�:' .`..26�
5. Number of perforations is equal to one plus the number of 3'3 � 12 16 25
perforation spaces(4). Check figure E-4 to assure the number of 4�0 > >> 15 23
perforatians per lateral guarantees <10% dischar�e variation. 5.0 6 10 �q 22
a 3 spaces + 1 = )�`� perforations/lateral E-6: Perforation Dischar e in
9 gpm
6. A. Total number of perforations = perforations per lateral (5) '—
times number of laterals (1) perforation diameter
head inches
1`~ perfs/lat x 3 lat= �-12 perforations (feet) ��8 3/16 7/32 1/4
B. Calculate the square footage per perforation. ���° 0.18 0.42 0.56 �,74�
Should be 6-10 sqft/perf. Does not apply to at-grades. 2•0b 0.26 0.59 0.80 1.04
Rock bed area = rock width (ft) x rock length (ft) 5.0 0.41 0.94 1 ,26 1.65
1� ft x v I ft= y�o _sqft
° Use 1.0 foot for single-family homes.
Square foot per perforation=Rock bed area =number of perfs (6) b Use 2.0 feet for an thin else.
'�t t � sqft= �-i-Z_ perfs = �.5� sqft/perf
7. Determine required flow rate by multiplying the total number of
mand Id pipe
per orations (6A) by flow per perforation (see figicre E-6) ,�
pipe from pump
_ '-��-_perfs x �7�gprn/perfs = 3 I gpm
end cap
8. If laterals are connected to header pi�e as shown on upper ��`�,
example, to select minimum required lateral diameter; enter altemotelowfion
figure E-4 with perforation spacing (2) and number of erforations 9 ofpipe6ompump
per lateral (5) Select minimuin diameter for p F� ure E-l;Manifold Located at End of System
perforated lateral= al�. U inches. e�d�op
��� Figure E-2:Manifold�ocated
9. If perforated lateral system is attached to manifold pipe near in the Cenferof fhe Sysiem
the center, lower diagram,perforated lateral length (3) and mo�;�o;tlG;�
number of perfarations per lateral (5) will be approximately one
half of that in step 8. Using these values, select miniinuin
C�1dI112t2T f01�2I'{Ol'dteC� IdteT11 = 111C�12S. allemolelocolion
of pipe hom pump
�ipe hom pump
I hereby certify that I have completed this work u1 accardance with applicable ord'uzances, rules and laws.
! �.Z�^�. '�, ,�� 1��,,1i�' t.
�� (signature) _ �v�y (license#) � -'c�."a —t?S�` (date)
, ' ��.T��� �IE�,��C�"��I\T ��.O�C�I��_J�t�
�1!e ]C��tr�Il-nB-a�ya� �uB���� �����n��a
, �. ��-��n�� �i���-g��n�Il��n
fl. Minirrnim required discharge is 10 gpin
2. Nlaximum suggestecl discharge is 45 g�rn. I�or otlzer
establishments at least 10% greatei�than the water supply ra�te,
but no faster than the rate at which efflu�ent will flow out of ih�
disti-ibution device. ��
lE�, �n•ce������ �Ils��a�g����Il�R�
�ee �ressr.cr�e clistrz�ut�ot� zvork sheet
��l-��� .l-� �Il� �B ������e� ��n��a� �R����i�.ye -- P-`�-�-- ���Il-��a
�, ����a-nx����_��nnl�� �����c� ����ya.u����a��0au�:�o
�i. �Ievai�on difference between��ump amd point of c�ischai-g�? soii treatmentsystem
�� feet �C point of discharge
� pdyopDq°'qo,:� E''!�2�
lE�. Sp�cial}l�ac� requirement? (See Figure nt right - Special Hend Reqi�irernents) total pipe
�` IengPh
� f�et �
`- � � � 2A.elevation
�. Calcula�te ��raetion ]oss inlet_,:`:°�'"=-'�'�' difference
G�iPe `�
�;------ -- -=:
l. Select i�e diameter �-
P 1 �_-i�1 ;�....-------- -.
;.
, , ---- --�_►��l
- -------------------------
'➢. �nter Figicre E-9 witl� ���m (1A or �3) and�ipF diameter (C1). °���-�'�
gZead fr�i�ction loss ia7 f��t per 100 f�et fz�om Fi�u1-e F-9 �Special Head laequir�rr�en�ts
I~rict7on Loss = �. �O ft/100ft of p�pe Gravity Distribut:ion 0 ft
;�. Deterrnine total pipe IeFZgth h-oin p�mp dis�lla-rge to soil treatanent Pressure Distribution 5 ft
discllarg�poi��t. Estunate by addulg 25���a-c�n� i�pi�� ]eiigtll�or �'
fitting 1oss. Total pipe length tiines 1.25 - equivalent pipe le:n�th �
�k�'� Ieet x 1.25 =_�q�__fe�t �;9: �rac4ion Lo�s ira I I�s9ic �'op�
�'�. Calculate total �-ictiort loss by multi�lyirig fri�ctiori loss (C2) P�� �������
P1�fT1l61CBA
in ft/100 ft by tlie eqLEivalent pi�r� lengtlz (C3) an�l divid��y :t00. �ipe de�rr��et�U
_ �� l� ft/100ft;. :� 1� =10d = .� ft Piow aa$� 1.5'� ��� ���
----- �P7l
�L. Total head req�_ii1-ed is tl�e sum of ele��ation differ�ea�ce (A),spe<�ial ��' 2.47 0.73 0.11
�Z�ead requu•eme��ts (I3), and total friction lc�ss (dv4) 25 3.73 1.1 1 O.l d
a�_ff-+-_. � --�t+ .� _[t = 30 5.23 1.55 0.23
..___,_..
�iCH$�ll� ��ct�s�it��: � ; .c`�, ���,'Q 35 6.9c5 2.06 0.30
- - ___ - - _ _ _ d0 8.91 2.64 0.39
� :�� .���LR��� ;��]���{�ll�:�� ----v 45 11.07 3.28 0.48
- _. 50 13.46 3.99 0.58
A puinp zntlsi be sel�ct�d to deliver at least_ 3_�__�pm 55 4.76 0.70
�0 ' 5.60 0.82
(1A or}3) with at leash�,�,.__f�et of foi:al head (2A�+) 65
6.48 0.95
.,z�� °�- -- �'�.����- 70 7.44 1.09
I herel�y cereifj� that I have completed this worlc in accordance with a�plicaUle ordina.nces rules and laws_
,� l� ����.-�=� �_a�_�? �"��?,F=�
�"' F^
�_. �'���_�--,,,,.... (signalure) - �� (license I# o�."J--L��j
__� ---�--- ) __..�.`_ (date)
� . �7-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michaet, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
LOGS OF SOIL BORIN�S
Doug Franchot
2010 Colin Dr.
Orono, MN 55356
Borings completed on 5-21-07, with a hand bucket auger.
BdRING NUMBER 1- EIev.100.1 - MOTTLED SOIL AT 32" - no standing water present
in boring.
0 - 10" Topsoil dark brown sandy loam to loam 10YR 4/2
10" - 14" Brown sandy loam 10YR 4/3
14" - 32" Brown sandy loam 10YR 5/3
32" - 40" Rusty brown sandy loam 10YR 5/3 - mottles 10YR 6/8
40" - 48" Rusty gray brown loamy medium sand 10YR 612 - mottles 10YR 7/1,6/8
BORING NUMBER 2- Elev.99.1 - MOTTLE=D SOIL AT 38" - no standing water present
in the boring.
0 - 8" Topsoil dark brown sandy loam 10YR 3/2
8" - 26" Brown sandy loam 10YR 4/3
26" - 38" Brown loamy medium sand 10YR 5/3
38" - 44" Rusty gray brown loamy medium sand 10YR 6/2 - mottles 10YR 6/8
44" - 48" Rusty gray brown medium sand 10YR 6/2 - mottles 10YR 6/8
BORING NUMBER 3- EIev.100.7 - MOTTL_ED SOIL AT 36" - no standing water present
in the boring.
0 - 8" Topsoil dark brown sandy loam 10YR 4/2
8" - 26" Brown sandy loam 10YR 4�'3
26" - 36" Brown sandy loam to loamy medium sand 10YR 5/3
36" - 48" Rusty gray brown medium sand 10YR 6/2 - mottles 10YR 6/8
Soil borings cont'd.
BORING NUMBER 4- Elev.99.1 - MOTTLED SOIL AT 22" - no standing water present
in the boring.
0 - 8" Topsoil dark brown sandy loam 10YR 4/2
8" - 18" Brown sandy loam 10YR 4/3
18" - 22" Brown clay loam 10YR 5/3
22" - 30" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8
30" - 36" Rusty pale brown loam 101'R 6/3 -mottles 10YR 7/1,6/8
2
CE'RTIFICATION N0.627
�STATE L�ICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc on -22-07 starting at :SOam.
Test hole location Franchot, 2010 Colin r, Orono
Test hole number�. Date test hole was prepared -5 21_07�
Depth of hole bottom�inches. Diameter of hole f inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown sandy loam to loam
10" - 12" Brown sandy loam
Method of scratching sidewall is i e. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 5-21-07, 12:30.�m. Depth of initial water filling is 1 in above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sinhon.
Maxirrium water depth above hole bottom during test is�inches.
- _ Measurement-- I Drop in water-level, Percolatip n rate,T
I _ �
_ Time__ Time interval,mm mches inches minutes er inch Remarks
i --
9:40
___--—_ --—_ ._ _ __prefill 6 �
_ _—__ __ . ---- _ ---- _�--__—--------f -- ---
__ 9:50_ __ _ �_ 10:00 6 4-1/4 - __ .7.1 -- _ - �--30 min ;
; I
10:23 10:53 f 6 4-1/4 7.1 � 30 min
—. _ _ -- -__-- -- ----_ _ - --- ---- _
;__ _ 10:54 11:24 6 4-1/4 7.1 30 m i n �
i _. — _- -
____ _ _— —_ _- _ __ __._— _ __ __J
Percolation rate =7.�minutes per inch.
CEtZTI�'ICATION N0.627
STAT� L�CENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on -22- 7 starting at • 1 m.
Test hole location Franchot, 2010 Colin Dr, Orono
Test hole number 2. Date test hole was prepared 5-21-07.
Depth of hole bottom�inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOi
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown sandy loam
8" - 12" Brown sandy loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 5-21-07, 12,3Qp�t. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth iui hole for at least 4 hours is automatic iphon.
Maximum water depth above hole bottom during test is�inches.
-- _ -- _ _-- -
_- - --_--_ - - -- -_ ___ �
Measurement Drop in water level, r Percolation rate,
Time Time interval,min � inches inches � minutes per inch Remarks
-- --- -- --- -- -+----
--_ _-- --- --- -
9:40 � prefill � 6 , i
- - _- _------
- -— -- --- -_- _- --_ _ - I
--- - __ ---
; t-_ . _
9:51 10:21 ' 6 3-3/4 � 8 30 min
10:22 �10:52 6 3-3/4 8 30 m i n
_ _- --- - __- -- ---- - ---- ---�
-
' i
10:55 ____�_ 11_25 6 � 3-3/4 � 8 �! 30 min
_ _ _ _--- - -------
I --_ ___--- ---
J,
Percolation rate =$,Qminutes per inch.
• , � , �7�P TESTING� �NC. Steven B. Schirmers • MPCA Cert.Na. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
LOGS OF SOIL BORINGS
Doug & Peggy Franchot
2010 Colin Dr.
Orono, Henn. Co., MN
Borings completed on 1-28-08, with a hand bucket auger.
BORING NUMBER 1B- Elev.982.8 - MOTTLED SOIL AT 24" - no standing water present in
boring.
0 - 8" Topsoil dark brown loam 10YR 4/2
8" - 16" Brown loam 10YR 4/3
16" - 24" Brown loamy medium sand 10YR 5/3
24" - 30" Rusty brown loamy medium sand 10YR 5/3 - mottles 10YR 6/8
30" - 38" Rusty gray brown loamy medium sand 10YR 612 - mottles 10YR 7/1,6/8
38" - 48" Rusty gray brown medium sand 10YR 6/2 -mottles 10YR 7/1,6/8
BORING NUMBER 2B- Elev.983.1 - MOT�TLED SOIL AT 24" - no standing water present in the
boring.
0 - 8" Topsoil dark brown loam 10YR 4/2
8" - 14" Brown loam 10YR 4/3
14" - 24" Brown sandy loam 10YR 5/3
24" - 32" Rusty brown sandy loam 10YR 5/3 - mottles 10YR 6/8
32" - 36" Rusty pale brown sandy loam 10YR 6/3 - mottles 10YR 7/1,6/8
36" - 38" Rusty pale brown silty loam 10YR 6/3 - mottles 10YR 7/1,6/8
38" - 42" Rusty brown loamy medium sand 10YR 6/3 - mottles 10YR 7/1,6/8
CERTIFT�ATION N0.627
S'T'ATE L�CENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc on 1-29_Og starting at 10:15am.
Test hole location Franchot, 2010 Colin Dr O,�rono
Test hole number�B. Date test hole was prepared - -08
Depth of hole bottom�2 inches. Diameter of hole 6 inches.
�OIL DATA FROM TE T HOLE
DEPTH,INCHES SOIL TEXTURE
____ _ 0 =8"__ _ _ Topsoil dark brown loam
8" - 12" Brown loam
Method of scratclung sidewall is knife. Depth of gravel in bottom of hole is 2 inch�. Date and hour of initial
water filling 1-2$-OS, 10:30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic si hon.
Maximum water depth above hole bottom during test is�inches.
, - -- --- _ ------ r _ --------
�_----- ---
; I Measurement, Drop in water level i Percolation rate � �
� Time Time interval,min � inches inches ! minutes er inch I _ Remarks
------ --- �— -- -- . ___
-- - --- --— --
10:05 � refill � 6 � '
!--- — --
_ ____
-- _--
___ _- _--
____--__ -i---- —
-- -- - i
�
� 10:15 10:45 6 2 15 30 min__ i
- --- ---- ___ -- --- ___. __- __ ___ -- ____ _-____ ___
10:48 I 11:18 � 6
� I
—__ __ ___ __- --- --- __ ---- �
--
15 30 min
—------ ---__ _ ------
__—
� 11:19 11:49 6 �
2 15 ! 30 min
------ - -___�_—_____ _---__ -- ---------- -- -------- —_ _------�- --
Percolation rate=.��0�11inutes per inch.
CEFZTIFICATI�N N0.627
STA_TE LI�ENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc on 1=29_Og starting at 10:16am.
Test hole location Franchot, 2010 Colin Dr, Orono
Test hole number 2B. Date test hole was prepared 1-28-0$,.
Depth of hole bottom 12 inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
8" - 12" Brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is i c . Date and hour of initial
water filling 1-28-08, 10•30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon.
Maximum water depth above hole bottom during test is�inches.
, -- _ _- ___ __-. _ � - - --- _ --_ _-
- ._ _ _ ___.
' ' Measurement, Drop in water levet � Percolation rate, � '
Time �Time interval,min inches inches _ __� minutes per inch � Remarks
I----- I - -.._ _-- -- --- -- - --- �--
10:05 '; prefill __ 6 '
__. - ------ -- -- -- - —-- � _ --
-- - - _ --
� 10:16 10:46 6 2-3/8 I 12.6 �__30 min
�
� _ _ _ _- _ — -- _ -_ ---- _- -- - __ 1__-
10:47 11:17 6 2-3/8 ; 12.6 30 m i n
- - ----- -_
-- ----- __-� __-- --- _-_ -
�C - - i--------- --
11:20 ! 11:50 _ ' 6 2-3/8 �� 12.6 30 min
----- _- ----- --- --- ---
� --- --, -
—____ __ ____ i _
Percolation rate = 12.6 minutes per inch.
/ /
�r I ��f-�I DATE TIME v
CITY OF ONO ALLED IN � ��
INSPECTION NO C SCHEDULED
PERMIT NO. �� COMPLET � "
ADDRESS O/D � ��
OWN ER CONTR.
TELEPHONE NO. ,��/� �� � 7 �S�v� �
� DESCRIPTION f � 0�
� ❑ FOOTING � MECHA CAL RI ❑ XCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS
y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
O ❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
Q ❑ DEMO-FINAL �LgE�TIC INSTALL. ❑ FOLLOW-UP
_ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOH TO MEET YOU:_YES_NO
� COMMENTS:
�
W
a
O C�� 5 h - �i� �J
a
�
0
�
w
�
Q
�
Z
W
�
W
�
�
d
W� ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. G pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED
D INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� Z49-4600
OwnerlContractor on site:
Inspector. � � � �
White Copyllnspector's File Canary CopylSite Notice
DATE TI �
CITY OF ORONO CALLED IN �
INSPECTION NO ICE SCHEDULED ��
PERMIT NO. /o2/DO COMPLETED
ADDRESS __o20/D C�o�/�l !�r
OWNER CONTR.
TELEPHONE NO. � ���- ��9 l��Z-- L
� DESCRIPTION �" �:l�h L C�
� ❑ FOOTING � MECHANICAL RI ❑ EXCAV/ DING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS
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