HomeMy WebLinkAbout2005-P08906 - new septic system � PERMIT
�I�Y OF ORONO
Permit Number:
2750 Kelley Parkway- PO Box 66 P08906
Crystal Bay, Minnesota 55323 Permit Type:
(952) 249-4600 Septic
Date Issued: 7/6/2005
SITE ADDRESS: 755 Spring Hill Rd Unit#
WAYZATA,MN 55391
P��� 36-118-23-22-0003
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Se nc Permit Sub-type(s): New Septic System
Permit Type: P
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Pernut Fee: $ 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Pamode Bros OWNER: F WINSTON&E C WINSTON
23200 109th Ave 755 SPRING HILL RD
Rogers,MN 55374 WAYZATA MN 55391
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.
�
�!� t Gl-' �' V �L'C-"" t--- �
� APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE
Copies: 1-File(Signatures Reguired), 1-Applicant, 1-Monthiy Reports, 1-Assessing,(If Septiq 1-Septic) Page l
��,,�,«a� 7-5-oS �/O�i
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CITY OF ORONO SEP'TICSYST'Et1riPFRiI�IITAPPLICATION
Box 66 (2750 Kelley Parkway) - -
Crystal Bay, NI�Y 55323 . �
-�.JOB STTE ADDRESS: �S S /Z,�v C�- �-{; LL r,�- _
Occupanc�• Type: Residential � Commercial Other _
Permit T��pe: Ne�v or Replacement System, �100.00 �r
Repair Existing System, $ 50.00
(Tanks or DrainfieId)
0.50 State surcharae added to above fees
, '"See fee schedule for non-residential permit fees
Owner's 1�'ame: �c v� (/V��vs �o .•✓ PhoneNumber: �-SZ - S`f�f- Z`f`�"�
I1�Iailing Address: S R.".�.t;- � ✓�._ City: (,U,a�z��- Tp: .�53�11
Contractor's I\'ame: ,�j,�,o,o � �?,e oS, Phone umher: 7�3-- �f Z�S— � 343
lYlailil�a AddteSS: 2'�Zo o ( o �{T� �cJ�'_/(�� City: o� � Z�p: SS3'7�
DO \TOT I�IAII.. PAYI��IENT WITH THIS APPLICATION C� �'(Z —��`F— g�C�
GEYERAL INSTRUCTIO�TS
1. Applications for septic system permits may be mailed or submitted in person at the Ciry
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the Ciry Offices and work must no[be;in unless the pernut card is on the job
site.
2. Permits will be issued only to concractors holding a City of Orono Septic System
Installers License.
3. Ali work must be done in accordance �vith the approved septic system desi�n. Desi�n
reports are not considered approved unless accompanied by the "Ciry of Orono Septic
System Approval" cover sheet si�ned by the City Inspector.
4. The followin� inspections will be required for all septic systems: �
A. Pre-installation site inspection to include i.nspector, i.nstaller, and general contractor.
B. Tank installation prior to coverin�.
C. Drainfield trench installation prior to coverin;. For mounds, inspection is required
afrer rouQh-up but prior to sand placement (sand will be jar tested for silt content),
and again durin� pressure distribution pipin� installation in the rock bed.
D. Final i.nspection to verify proper fmal cover depths and to verify that all pump stauon
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present durin� inspec[ions: A 24-
hour notice is required for all inspections.
r
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system desi?n includin� the Ciry of Orono
� Septic System Approval Cover Sheet.
2. I will be installin; the followin�:
A. Tanks: �/'precast Concre[e Other Manufacturer C���S
Tank Capacities: 1) 04 0 gal. 2) po o �al. 3) �pop gal.
B• Pump Station (if required) .3 8?�
Pump make & model �s�o�.L� - c,p—d S (attach pump curve &
literature); system desi�n requires �� gpm at !5 feet of head.
. High water alarm make & model �,,,��.�oR ,��,,,,;F.'� Outside
• electricaI work to be completed by installer electrician t�
ocher . Inside electrical work must be completed by
electrician.
C. Treatment System:
� Trenches: (,(�o s.f. Mound
Depth of rock below pipe � Z " Rock bed dimensions 'x '
� Drop Boxes Sand bed dimensions 'x '
Distribution Box Pressure Dist. Pipe Diam. "
Maniford Pipe Diam. "
D. Final Cover/Topsoil to be: �borro�ved from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation
permit, agrees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and cercifies that all statemenu made on this application
are complete, true and correct.
SignatureofApplicant: ✓I Date: � S O�
MPCA Certification No.:_�� `��"
Staff Review: Approval � Denial
� Revie�ver: Date: �' ����
Reason for Denial•
• � � SEPTIC SYSTEM APPROVAL
� �lV' �� �� � � � `/
O
O �
C ITY of ORONO
� ���� 'I'�°,. �
���� F�=�� `��' l� Municipal Offices
�� G~ Street Address: Mailing Address:
t`9�fEgg04'� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Fred Winston Phone (Home) (Work)
Address 755 Sprin� Hill Rd City Orono State MN Zip
Site Evaluator Steve Schirmers State License # 627 Phone# 763-497-3566
Type of Establishment: Single Family X Multi Family
Commercial Est. Gallons Per Day 450
No. Potential Bedrooms 3 Slope: 8%
Depth of Sand: Upslope: Downslope:_ Soil Sizing Factor 1.67
Perc Rates P-1 4.5 P-2 5.5 P-3 5.7 P-4 P-6 P-7
Restricting Layer Depth B-1 >72" B-2 >72" B-3 >72" B-4 _ B-5 _ B-6_
Type of Treatment System:
Standard X Alternative Other Performance
Pressurized Mound System At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift X Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 1000 # of Tanks 2 Lift Tank Size 1000
Pump Brand GPM 10-45 Head 15'
Treatment System:
Minimum 660 Square Feet with 12 inches of rock below pipe
Bed Mound Treatment Area
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A
permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (952-249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and the
following conditions:
1) Alarm must be placed inside house.
2) An effluent filter in the pump tank is recommended.
3 Old tanks must be um and filled.
✓` 1���'�, '!.f �,"s��s�.. '� � _.. (,, _�? i�
By: ��v
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
t �
��P TESTING� INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763) 497-5011
State License #394
C1TY OF ORON4v{E�
SEPTIC F,R T�LAN R�.;�;,
October 4, 2004 ��� '' ` "" r
'��SPF.CTOit �� RMIT N
; ,1TE ►)�..-�----�-) —PE
,
[p ArrRc�vr•.n ns s����rTen �t{j�a�
Fred Winston O APFROVGD WnH���RRF.c��o�s hg
755 Spring Hill Rd. roTnppR�v�i'-coRKec�h7��'�
Thcsc comments an for your info►'ma��wt• Au�+otr
Orono, Henn. Co., MN in fidl compliae+��M'ith dl o{►pl+cable sePNC s��i����
Requiremcnts isu�udin8 items net spec��caily
]GE:CP TliiS PLAN S�T��T��`����
This site has an existing on-site sewage treatment system which is classified as failing
& an imminent health hazard due to effluent surface discharging according to City
records. The system will need to be upgraded as determined by the City.
This On-Site Sewage Treatment System is Designed for a Type 1, three bedroom
home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and
local ordinances.
The soils on this site are a sandy loam. The seasonally saturated soils were located at
60" in soil pit#3 (mottled soil) . The bottom of the treatment area must be located at
least 3' above the seasonally saturated soils. Iron stains were present in the pits in the
coarse sand layer. These iron stains are not mottled soil. A standard trench system
may be installed.
The soils at a depth of 24 have a percolation rate of 5.4 mpi.
The existing tank is old &will need to be abandoned, pumped &filled with soil.
A pumping chamber will need to be installed to lift the septic effluent to the treatment
area. 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.
THIS SYSTEM lS DESI6NED FOR
� BEDROOMS. ANY INCREASE IN NlJMBER
� OF B�DROOMS INVALIUATES TNIS DESIGN.
, � y
The City requires an efFluent filter must be installed on the outlet of the second septic
tank.
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 eftluent eifectively.
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 manhole 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.
���� . .
Steven B. Schirmers
2
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�' 3 �' �9�� _x , � � z'� Chapter 7080 t� i.ocal Ordinance
q7�S = - - "SS 14-' ' " .
_____�--'_'X - '""_,.�- �qg.3 �x iST�rv�
� F��c.�x x �-e-r a.�t�„►^/ Check a11 underground �itilities
Rt3S 9S,g
f'F�CPERTY OF: ��22E-D l�J��NSTc�+J
�K-�o� �w ��v�! �.4,,�>4��"� 7 55 54���v N l v`. '��•
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. �S�%��r�n��� A�4-�- v'�v 9�c7 M� l�'���2
� - S-/P TEST/�VG/N.0
. � pes�ned gy:7 nr—(T�. _�---
r�_._.�n i Ci�,u n�,��-._�07-3566
---- ----- cxisling qrode
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bock tillta�min.
( - �- bfo-C��c-Ct`:� Fae�i cr
: ; O 4~pipe da.
- ill � \
, _i
, � ����rock fiter moteriol
� roke sidewops Q bottom to � _ �
SET- BACKS ' remove smearing
��'=36�=-►�
HOl1SE System must be�
Tank�.' from property Gne.s .� TRENCH X-SEC f10N �
�- 39.: from we�is - �
. � f� �_ � (min. ot two trenches) •
n Treotment orea .�.5�from lolces,.=�st�earns - (mmc. length 100�) -
TreohneN aea �2.�from property�nes � ;
. MAN Aoc�ES�"�� . � from weiis'��so'�4�'�' So '
" �4;from bldgs.
� . : r - ,.�Q tram tre�es ��oa�re�outside switd�es��be�n a weother $pIL BORtNG ELEVATIONS .
��'� • ' . 9� �� _ -�l�.s' ' . .
•2� �� � • � TH I �L.
_ _a��- . . ==�~�;����y_J�y._1 L-: ' _ ' T�-t. _ .
�- r-� �� `2 EL.-3.�'
Tank Tonk ;; ��v,.,�� � _� �_r~.--: �-;' `r�" TH:�3El.. �.:1
DroP to�T�k Cxode_/o sfope
1`��'''� lc�oa�( _ a►.z ~
.. . q`.z���w����� �`a teost a�`o��n�ea TH`4 El..-
NI'u�.i io 8 '�p�� � e�bebween ire�d�es TH.5 EL-
Max.l�to4� QEVATION ot P ED
� 4.,io s"aro.�e ,�"�,�`,, DROP BOXES cww+e�-91L��a�v.) p � .
_�4-�a����-S�N� -s�na_�_-�1��-
� ------"�a'Q---Q�----y�-_ ----`�---=-�i t� 1
SYSTEI�A DESK�N �
��Z �3 eEOF�oonA - Pe�oolofia� �o�e,�` ,min./'nch (desim 1 te-37 �r,:►�'ncn) �
Treoiment area Rquired w/,� of rodc filier moterio(l v�+i0% ��sq.ft of trend� bottom oreo needed :.���trench width=��1'nfiof�rench needed � �of dropt�ooc�es�
Number of tonks req�nred�. , Ist tonk o0o goL, 2nd tankk��gol. Rwiurxxm t�be determined by the insloller)
Clea� rock 3� cu.yds. (3/4'�to 21/'2���a.,indudes 2~above p�e) PROPERTY OF='� W►f.l S-fn�.5.•
�Y � ��'.�901=�L�- � 4d=—�-90l coP: �SS 54�1y b 1k1�.� �t�•
; Purnprt�g chambe�'copodh►= 25'/0 of do sew fbw�of t Reserve.sloroge t Pipe_bock d �Z 5�
,. . �s�-v�.,� `dc�c��(� o�,.�o �t�. 1�'�.�s. Co-
( Reserve st o r o g e =1So.g aL/bedroom=.�t Z�)ol r pi p e bock dra r o g e 1�g d./1006nft.3 p�pe- length of p'+pe needed o�i G� ft =�--9 o t-)
' Pump "size �12� hp w/merauy float p�np controls �S'� I � �_.�-1�_��S o t S c�!-�l�"�u� y S ao�1� M�1+c. -
� � S-P��TES,�T/NG;/NC.
Note= When oorutructiny bed :- , this areo should be shoped Note= Distonce from treatrnec� oreo 10 ne,ghboring welt�— � y:G��.-(J�.lj �—�
. • io.drverl run-off from enier�ng freotment orea. L�'�� ''S�-4�r�k /C10' Desi d B .
D a t e L���� , P H. 612-497-3566
� . � � TRENCH AhTD BED WORKSHEET ,
1: AVERAGE DESIGN FLOW �•i; E�nmar.a a•wo�.flows�,c�on.p.r oay
A. Estimated. �-I�� gpd(see figure A-1) nu r o �
or melSureCl — x �(Sl1 ctol')_ �d�� �� ��It qca III Gass Iv
��✓� gPd 7 900 225 180 6096
B. Septic tank capacity a-100 0 gallons(see figure Gl) s 4so aoo 2i s or me
4 600 378 2b6 values
b �b0 450 294 lnihe
2. SOILS(Site evaluation data) �� 3 ^; � a - voo � � s25 �2 c�ass i,
.' C. De th to restrictin la er= S • D fEet z �� ' �. 370 14 or III
P g �' 8 1200 675 408 columns.
. �� D. Max depth of system Item 2C-3 ft= S.0 ft-3 h=.Z.O ft
E. Texture 5�4s�b�!�,a�"b �.or�nPercolation rate 5.� NII'I I�-30
F. Soil Sizing Factor( F� l.co 7 sqft/gpd(see figure D-15)
G. %Land Slope %. ca: �nt c. tta uon�
3. TRENCH or BED BOTTOM AREA Numberot Minimnmliqnid Uqiddap�ciry.with liquidcapaciry
H. For trenches with 6 inches of rocic below the pipe:
Bedraoma G/P��Y f�d�� with��aposal&
A x F=�� d x sqft/gpd= sqft �«�aa �so »xs �soo
I. For trenches with 12 inches of rock below the pipe: ;«6 i oo al,a.�so �
A x F x 0.8= �-L S�. d x 1.�7 sqft/gpd x 0.8=�L_s ft Q �,s«9 woo s000 30°°
J. For trenches with 18 inclles of rock below the pipe:t�o7o G�
A x F x 0.66=_�„d x sqft/gpd x 0.66= sqft F�r�°��,��''��m,jd S°"s�'1'8
K. For trenches with 24 inches of rock below the pipe: • «� a. �m
A x F x 0.6= __Qu, d x sqft/gpd x 0.6.= sqft m�l��� �T�� p"a::h"� '"°"
�
L. For avi beds with 6 or 12 inches of rock below the i • f��^�•a' �� "�
$r tY P Pe� a�eoa M.e�..�a o.s�
1.5 x A x F=1S x__vn�d x sqft/gpd= sqft ,.,�,,.. �;,;nd �
For pressure beds with 6 or 12 inches of rock below the pipe;_, 3�� Sind'''°""
16ep30
A x F= -Q°. d.x sqft/8Pd= sqft �s ro so u:y�o.m uo
, s.�ar��y
4. DISTItIBUTION(Chec all that apply) ��d�y
o.er a eo�ao-� u.y a.zo
Bed (<6%slope) Drop boxes(any slope) ✓ Rock r�w.�, "'�'"•y
�Trenches Distributidn box(<3�0) Chamber ».r.bm• .• r�••m•
.pnpun dbMlbuNen w rrld d4trlbutlon wllh
Pressure Gravi Gravelless ^��">�x���'r"�^.
ty -��ti.,.�,s 00%er�non Anr wnd plw very flne w+d
"'A moundmwt be u�ed.
. ""M otMr ar p�Aornuncr qnMm mu�t be ured
5. SYSTEM WIDTH,LENGTH and VOLUME
M. Select trench width= �.� � D-9: Soll CharacteritHa md Soll sizing
N. If using rock,divide bottom area by width: (H,I,J,K or L)+jyM= ' facton(SSFI for Gnvelles�Pipe
(,o L O sqft+ 3•O ft= �.a O lineal feet ,�„�'a".i°"�nj .ou nxc„R gallon/day _
Rock depth below distribution pipe plus 0.5 foot times bottom area: F"'a1 w sal• M.a�s�.�a o�e
Rock depth in feet+0.5 feet x Area(H,I,J,K,or L) ai co s ��,ard ae
( 1+D ft+0.5 ft)x (i0 qft=�J12_�� 16�1� s"id�i tiO�" °ose
Volume in cubic yazds=volume in cuft divided by 27 31 ro15 SU�Lo.m o.6�
�l gD Cuft+27=�_cuyds +e co 6o cia�t...m�c�.) o.�a
Weight of rock in.tons=cubic yards times 1.4 s��c�. _
dower than
32_cuyds x 1.4= �Ltons �r�yr
O. If using 10"Gravelless Pipe, Flow(A)x Gravelless SSF(see figure D-9)
�sdt�oo coae�e ra.ew. ae.�,�,6
__��d x lineal feet/gpd= lineal feet u.�.y.�,.r�n�afype�h.ai..
"Sou n. sox a n,oK I�e..�a. nM wna.
P. If using Chambers,H,I,J,or K(baspd on height of chamber slats)+ �.��������n����y7o�
width of chamber in feet(�
sqh+ ft= lineal feet "�a'*
r�.wc+..
6. LAWrT AREA «��
Q. Select trench spacing,center to center=�feet
R. Multiply trench spacing by lineal feet R x Q=sqft of lawn area
� 4S ft x a � lineal feet=J�2�sqft 3�a4-zi%i ��'�'
7. LAYOUT ,.,,��,,.., 3���
Include a drawing with scale(one inch=�feet). Show pertinent property boundaries,rights-of-way,ease-
ments, location of house,garage,driveway,and all other improvements, existing or proposed soil treatment system,
well and dimensions of all elevaHons,setbacks and separation distances.
I hereby certi that I hav completed this work in accordance with applicable ordinances, rules and laws.
�j�,�t� . Gj ' �o-5-o y
(signature) 3�'-� (license#) (date)
PT7MP SELECTION PROCEDURE pertorction Discharges in gpm
A. Determine pump capacity: perforation diameter
gravity distribution head �nches
..Minimum required discharge is 10 gpm (feet) 1/8* 3/16 7/32 1/4
`:2.Maximum suggested discharge i 45 m 1 Ao 0.18 0,42 0.56 0.74
pressure distribution 2•Ob 0.26 0.59 0.80 1.04
see pressure design worksheeet 5.0 0.41 0.94 1.26 1.65
Selected pump capacity: y� gpm M,�,-x. °Use 1.0 foot for single-famlly homes.
b Use 2.0 feet for anythlrrg else.
' Potentlal for plugging
B. Determine head requirements:
1.Elevation difference between pump and point of discharge.
�_feet
2.Special head requirement: •
If pumping to a pressure distribution system,five feet for pressure
required at manifold.If gravity system,zero. " feet �
_ soil treatment ^
J...i /
3.Friction loss ' system .,, .:a w.s... 9
a.Enter friction loss table with gpm and pipe diameter. 1e� ��
Read friction loss in feet per 100 fee�from table. in�et defference
F.L. _ �'zg ft./100 ft of pipe p��
b.Determine total pipe length from pump to discharge ���������-��•-�•� � • ____..��
point.Estimate by adding 25 percent to pipe length for fitting
loss.Equivalent pipe length times 1.25 =total pipe length
�x 1.25 =�_feet
c.Calculate total friction loss by multiplying friction loss Friction loaa in Plastic Pipe
in ft/100 ft by equivalent pipe length. Per 100 teet
Total friction loss= 3•a�S x�_+100= 3 �feet p(pe diameter
4.Total head required is the sum of elevation difference,special head flomrate 1.5" 2" 3"
requirements,and total friction loss. 20 2.47 0.73 0,11
)Z + - + 3 (1) (2) (3�)
Total head: I� feet so 5.2s i.� o.2s
35 6.96 2.06 0.30
45 11.07 3.28 F�0.48
C. Pump selection 50 13.46 3.99 0,58
'xt� ,
1.A puxnp must be selected to deliver at least 4�S gpm wi 60 5.60 0.82
(Step A)with at least�_feet of total head (Step B). 65 6.48 0.95
70 7.44 1.09
� �7-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License#394
LOGS OF SOIL BORINGS
Fred Winston
755 Spring Hill Rd.
Orono, Henn. Co., MN
Soil pits completed on 9-2Q-04, with a backhoe due to rocky soil conditions.
SOIL PIT 1- Elev.97.5 - NO MOTTLED SOIL PRESENT IN THE SOIL PIT.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 12" Brown sandy loam 10YR 5/3
12" - 34" Yellowish brown sandy loam 10YR 5/6
34" - 38" Brown loamy medium sand 10YR 5/3
38" - 56" Light brown medium sand 10YR 6/3
56" - 72" Light brown coarse sand 10YR 6/3
SOIL PIT 2- Elev.96.5 - NO MOTTLED SOIL PRESENT IN THE SOIL PIT. Iron
staining at 20" to 48" &at 58" is not mottled soil.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 20" Reddish brown sandy loam 5YR 5/3
20" - 32" Brown loam 10YR 5/3 - iron stains 10YR 6/8
32" - 48" Brown sandy loam 10YR 5/3 - iron stains 10YR 6/8
48" - 58" Light brown medium sand 10YR 6/4
58" - 64" Light brown gravel 10YR 6/3 - iron stains 10YR 6/8
64" - 72" Light brown medium to fine sand 10YR 6/4
,
soil pits cont'd.
SOIL PIT 3- Elev.98.1 - MOTTLED SOIL AT 60" - no standing water present in the
boring. The iron stains at 32" is not mottled soil.
0 - 8" Topsoil dark brown sandy loam 10YR 4/2
8" - 16" Brown sandy loam 10YR 5/3 -
16" - 32" Reddish brown sandy loam 5YR 5/3
32" - 38" Reddish brown coarse sand 5YR 5/4 - iron stains 10YR 6/8
38" - 60" Olive brown sandy loam 10YR 6/3
60" - 70" Rusty olive brown sandy loam 10YR 6/3 - mottles 10YR 7/1,6/8
70" - 78" Rusty brown loamy coarse sand 10YR 6/3 - mottles 10YR 7I1,6/8
2
CERTIFICA+TION N0.627
STATE LICENSE N0394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 9-21-04 starting at g:53am-
Test hole location�Winston} 755 Spring Hill Rd. rono.
Test hole numberl. Date test hole was prepared 9_20_04• _ -
Depth of hole bottom Z4 inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
8" - 12" Brown sandy loam
Method of scra.tching sidewall is lmifg. Depth of gravel in bottom of hole is 2_iu�hg�. Date and hour of initial
water filling 9-20-04,9:30am. Depth of initial water filling is 1Z_iu�h.�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.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes r inch Remarks
8:43 refill 6
8:53 9:08 6 3-1/2 4.3 15 min
9:11 9:26 6 3-3/8 4.4 15 min
9:27 9:42 6 3-1/4 4.6 15 min
9:46 10:01 6 3-1/4 4.6 15 min
Percolation rate=4.S�ninutes per inch.
CERTT_FICA►TION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 9-21-04 starting at g:54am•
Test hole locatior�WLston, 755 Sp 'r�ng Hi 1 Rd.� Orono.
Test hole numberZ.. Date test hole was prepared 9_20_04• -
Depth of hole bottom Z4 inches. Diameter of hole�inches.
SOii.i�ATA FROM TEST HOL.E
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 20" Reddish brown sandy loam
Method of scratching sidewall is l�ifg. Depth of gravel in bottom of hole is Z_ip�he,�. Date and hour of uutial
water filling 9-20-04�9:30am. Depth of initial water filling is 12_iu�h�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is antomatic sinhon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water levei, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
8:43 refill 6
8:54 9:09 6 3-1/8 4.8 15 min
9:10 9:25 6 2-7/8 5.2 15 min
9:28 9:43 6 2-3/4 5.5 15 min
9:45 10:00 6 2-3/4 5.5 15 min
Percolation rate=�ninutes per inch
" ���•+;y7 i.��r��' .
��rc!M���� ::f•.
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' ?, 'L�'� J • 'r r:��•� ��.. � -4 �s� _ i
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f,� � ..��.�k:r'•� ��y�•� � S�ETTLING - '
�� ,. �
� �"��%�. .�..;��7�•� ��k,l• �
'� � .�; �� ....�, r:`� , -- ��--GR115$ CCVEt/
� �..N���.{'.d�� r'h.�•�4� . '; �..�..� �,, � � �• . .. � ��
+.,.r t � - ----v---4 TO 3� Of SOIL �
� .��:��,.��:ks� ��'�' �,'� �/ CONFJI A80NE ROCK
oOt�1Z .fr,j!��� '.,���• � -- �.�---r+�--.1/4' TO 2 1/2' �IA. �
� � aa1 � '� :�.. "� � 1 � ♦ CI.EAN ROCK
r- ! �
p � ��. .,t.��� : i' i� �
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= m��� �',�,r•h j'L�...1. • r';��;;:�• �.� L__--��—� � �'-pG�' LArE1t OF q� yyAtTCTEO
�1 X��� ��,����Y�s��'� ' �M • A' •. ��i'� RED ROSIN r MER GG01E%T�I.E FbRIG
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'�----�- �� a ` ���!� T OUGI�OUt�1?1�7 pE IEVCI �
�;,:,.'.� �� .
� —� •' 71;� .'+ ��� � PIVE �
� �: - ��—"-r2�MINIMUM ROCK COVER ABOVE
� -. . �• .'�:; i��..._.
N p�
�- �--1--.�-- g � � ~•., � '�`!�'�,� � ��•�---�--2�'M�AXIAAU�A R�OCK�DPEP�TM BE� PIPE
�' � � �� '.. �� � ' •:' ��_--�� OIIIRIGiC PkItfORAIED PLASfIt PII'E WI1N ONC ItOW q•
mnri • .�c r�n� ��� i (------.��..
N �-� op� n� ���` 0 ,*L�i ��� � MOLES ALONG BOTTOM I
I' i '
o � � Z� � � �fZ�l'� +� \�`�� 3 ��/�' —•---WATER TABLE Oii MdPERV10U5 IAYER SUCH I►S CUIYPAN.NOCK. ETC.
'�{ °�� �.� l,-=
o °� " rn `:. ,, -' . i
.. , ,
, ; :
'� r7°nai �, A tr ro " � � �
.� . ' • . . _. _ _... ...
Ql c�iy •
X = ` u►-1 22Z mOm�� �v2m oDr T�RyE►�N�C�Fr. ROCK GO'VERE��w1TH PERMEA6LE
�� X�< <r�iQ mZ�Xr �r PIPE TO NEXT STMW�TpIpC�fAR8�1ptIC�1�TREATEQ BtJY��Y OR q'DUIMETER NiSPEGTION
' �m -Iln� v0�`� A2'i� nl� � . INLET OROP PAPER RED( ROSIN� - MIE11. WITH G1P
� ��� ����� Z �� ��
� � �N �i� �i��o ��2 Ptn � + 6�RABO�VE�TOP��pNOCK T
i-�_J ----- 0 02� ��D�� No� S �� •.
� z � x� �
. � • -� �'� X-f�l �-OZ � `' AT LEAST 6' OEPTH OF GLE/W � ,
� � 1 m� <� A-Ci� O�f+1 � ' " RQCK �/� TO 2�/i DIA. SEE NOTE S. �, •
� �� xlr�l �N �S���r m{D m DROP 800� M •
�-T_-�--- _i -i p"'� N{4;�C �1�+t� � r-� NMXIMUNI I.ENGTH � 100 FEET
O �1� �a�j�v caN
\ 1 I m �p p�Omr- ��C m OVEqFIIL NOTES: 1. 80TTOM OF TRENCH MuST BE LEVEL. TOP OF TRENGH
O � � y �� ����� ..�N� � 4 TO i INCHES (iOCK MUST BE LEVEL.
� �1" ���....�.„ INSPECTION
c � rn o r ���� � -� � 1N L,l 2. SLOP� ON DISTRIBUTION PIPF� IS �ETNfEEN �
-1-� r � m �m D�-m �m-C � � • LEVE AND � INa�E4 PER 0o EET.
�r � D �m�- mOr- j► RECOIiMENDEO SLOPE IS LEVEL. �
i� r o� v-Nj 3" rCz ' BACKFILl. g• Tp 12�OF 1
� DDm� vrn z SOI� BACI(FILL 3. DISTRIBUTION PIPE CAN BE PERFORATE�
_-� tZ+l m m� O�mN =p n �_ PL'ASTIC iNSTALLEC WITH ONE ROW OF
p p Z -1r �p-� _ . ..Y � • ►�p�ES ALON6 THE PlPE BOTTOM. PIPE �'r:.'•
_ arn �m2 � • - �2•pfpTH pF MUST HAVE A BEARING STRENGTH OF '
A � ��i�e r : � ROC�K'�E AT LEAST 1000 L�B/FT. �
I v► ROCK � AT LEAST �'OF 4. MAINTAIH NAiLRAL SO�L STRUCTURE IN TNE
� �ROCK BEIAW TRENCH SURFAEES IN CONTACT WITM ROCK.
' PIPE. SEE
NOTE S. y, yyHERE TREES ARE PRESENT OR IIKELY TO BE
19'TO 36'--�-I PHESENT DUNING THE LIFE OF TNE SYSTEM�
12 INCHES OF ROCK MUST BE PlACEO UNDER
TNE DISTRIBUTION P{PE.
� • TRENCH CONSTRUCTION DETAILS
. . ,
+ � �
F-R ,
._._. . . . , � ..��
,r ,,;
WATER TIGHT 8� IOCKABLE EL•ECTRIC 90X TREATEO�t'OST (4 4 min) '
P L U G S O R E L E G T F t I C C O N N E C T I O N S�---- ��N�4 D�-����C CONNECTIONS MADE
,Z" pVC CONDUIT SCF�ED.ULE 80 6•ypA E . �ppp pF R CORD FOR
MANHOLE� C01�R CHAINEO �►:LOCKED -}-- SETTLEM��
� SEAIED MANH01-E RiNGS
- • � AT IEAST t2' �• -
��� 8 lOW GRAOE
+ WIRE fROM POWER SUPPLY .
PIPE IS lA�b ON A U.NIFORM SLOPE FROM
. � /�i , FO�PpRD��R OfZAt1�ACK�L 7REATMENT AREA
SEALED TANK COVER �–IF PIPE AT TANK M41ST 8E LOWER THAN
U�FION, TO 6ET EI.E�►A�10N FOR ORAINBACK,
pLASTIC ROPE OR CHAIN A �/� INCH WEEP .HOL'E MUST DE USED
WITN ANCHOR —WEEP �HOLE
�A�ELECTRICAL CIRCUIPT RATE
NOTES� EIECTRICAL.WIRE FROM POWER SUP.PLY
��� ��D _ L _ , MUST NOT RUN OVER ANY TANKS BUT
��r ' MUST BE LAIQ�$ESIDE OT11ER TANKS
, 3�� �� _ ANO MUST 8£ 1'LACEO IN CONOUIT
. ALON(i POST .
SHVI:9Ff�.��—Q-- — — EIECTRICA(, GORDS FROM PUW1P AND
FLOATS MUST'8� RUN THROUGH
� CQhIDU1T. WPRES CANNOT HAVE GROUND
PUMP CONTRO:L FLOAt ' CONTACT.
DOQ :
. � , Figure F•8
METAL.
COVER .
�.. .�1;, •�; .1�:.. �r ;�".. .�r
�
; � �:� -•� � ` �.y,,.
� I •��.• � � �y�
� . . t A �
� � � �
� ' i s��':*,:r_:�_ti.. ,, i
� - -
. CONCRETE ,}+�'
. MANHOLE
RING
METHODS OF SE UNAUTHORI2EDLEPiTRYER TO PREVENT
�gurc C•14
�
DATE TIME �
CITY OF ORONO CALLED IN
INSPECTION N ICE SCHEDULED y-=-yF=�i l�-C rLZ
PERMIT NO. R� COMPLETED
ADDRESS �S S S�!��S �� � � /P�
OW N ER�r c_r (.J.i�S�O� CONTR. pA-�'�UOc�C� �/'n S.
TELEPHONE NO.
�
� DESCRIPTION
� 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 O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI �EPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNEHICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: C��� P�v S "]ra (�Q ��
W
0.
o �1 � �r� 1'lo�� - �crnJca c,e ��
� ' � �UG ,
� 3 - ��x� U-� ►c� �� l i �Ant �S
W 1 A $'r�c
� 1� l�> Srts - T.�"'U/acK
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� ��� N �� Go� , D pu,+.�, ,�
� -1�t,S�A I 1�� �I 5 ? C I
�
a
W� �ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS.
Call for the next inspecti an -46QQ
OwnerlContractor on site:
Inspector.��1j,��. 6 �
White Copyllnspector's File Canary CopylSite Notice