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Home My WebLink About1994-006567 - new septic sysem PERMIT e �ITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Permit Number: :=;�;��:L;f`' ``��`��' Crystal Bay, Minnesota 55323 - - - (612)473-7357 Date Issued: ;•:-3:� SITE ADDRESS: ' ' "'i j ..fJF��71_i�.'_�'_ i . >> w•fl . £ibi.'—� � - -- DESCRIPTION: : ._ty' �.�� i i. _e�T��.•i �;ir: -i y� x �- t �':-a i^Ti '� t � — _� .�.�� _ ��.� _�i:_'�:vE.� _. :!{.�_�i_.:'_.s{~ . ._ �� :. � j�'F� !�t_�� _. ? ��t�� :.�'�J.ii-�%;' _.. ��f_i f.F::e i� ii+1_.F j'P':, } r i _ �"i.,�t,'— f,I 1{'�'�til�.� L�1 7-1, L'e Llit+V tjL' ' �r:l:'lf. 'i fi��Ti'� ;:rrn,;L� u� , ��.L y'i a;i�%ti:r�t1 ii REMARKS: �}? +��f ''!�' �'�' L•1 l7l LIT J.l'L"s VY y�,Ljtfi.�V L�l.�V V R Vi 1!��f! Fsv j"•ii�l'L� Ti� ?fkrt+�f! {..�!fL4/1 !L 1 VV��JL• -- I..'�i Z YLi� i ii1:�:i•' L+�Zii FEESUMMARY. �1LLL1! � ,:��.,, ��.� M n�•i i,:�'�v �•ir�%i e�C i%i r i%v•i't.: � i C%•�cc�u Ji�r` ..=:^'�.��= . r''F'; ?�+ t_it t . .`'.! :-.fli��.(-eri}"-.F'�� _�_._�^ _ - '--.i;a ��_� ,=.� {-�r�,.__ !,,-y t� L,'j . . __.. . -- "„.s'- - . .. _ CONTRACTOR: - � _ - ��-��r� - OWNER: _,:L ;:. _ ; , - ;,�..;,..t.�;_, :;�_; --__... . _ =.E_t�,.:. _�_,t'�; . . ... _�. _. _•� ir-�:�•� , 4,yt� _ . f - �.E i € i.��,�=. _..._. _ ._...�.'( '.�:i;�t'.i��'.��E=� �; h; — i•';�:-.'_?��!.:... 7�i�s`i _. _ _. t_—' !_:h':,i�t�'.ft_! #�44 {'..i.'�';�� . ........ . ..a_ � ��_ . € �-'t`�. �.��.fAtit��4'*��.� ��'ti�'�:�j �'i��(�€._}�- _'�`•�� `�.�ti�� _.•w*�C��'� ��..� �'��P'.� �:"::}-. �"`,w.�f-?i... ;€��`i'i�r��.��tji�� `�=�t��':�F�� Afi�#t� ��ahE��; T�wi ��:� r��.L' ��;F:; I h# '';T�°t'c:�' s:��1�=`�..I��l�� '� �l..t..' �:I`i'4' �=fi� `' W,� '._�.� �.. �-.{.'�:j. .��..�� L� �w�TA!E �"_i� t=1I��?�.:-_�:�� ti.�I L�I�',�� :i i�.,� ��t�t!I�;��'�� L - . � � /,, � �, �-y� (.C��.v� APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE d ,.��- // 7-�2 � ...- �%�U<-` � � CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 ,��-�,1 ,�i�; �1 JOB SITE ADDRESS: � C� L v �"��t�-� ( f_ Occupancy Type: Residential � Commercial Other Permit Type: New or Replacement System, $100.00 /vz� '='" Repair E�cisting System, $ 50.00 0.50 State surcharge added to above fees *See fee schedule for non-residential perrcut fees � Owner's Name: �L�'��`�� c�� PhoneNumber: Mailing Address: City: Zip: Contractor's Name: �-(;;��-��v� %�l�� PhoneNumber: 7 Z > � 7� � ��' Mailing Address• City: 7�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 Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the pernut card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24 hour notice is required for all inspections. � � NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. ��1�-� 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. '1 � ��, �-L 2. I will be installing the following: �� A. Tanks: `�3 Precast Concrete _ Other Manufacturer � � �1 S Tank Capacities: 1) i z �� gal. 2) � z ?� gal. 3) � gal. B. Pump Station (if required) Pump make & model /� �.S (attach pump curve & literature); system design requires 3 �1 gpm at ) �' feet of head. High water alarm make & model ��'��,��c;� Outside electrical work to be completed by installer electrician '�C other . Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. � Mound Depth of rock below pipe " Rock bed d'unensions %`- 'x�' Drop Boxes Sand bed dimensions `/_� 'x��'� Distribution Box Pressure Dist. Pipe Diam. //Z" Maniford Pipe Diam. 2- " D. Final Cover/Topsoil to be: � borrowed from site , / (show location on site plan) �� trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. �� C= ` i �� % (, (�; � , SignatureofApplicant: �� -�r�?—�� ti Date: � � ! MPCA Certification No.: Staff Review: Approval �`'-- Denial ,�, ,� � , � Reviewer: � �� ` �---- Date: %`-��`� ��f Reason for Denial• � O �� CITY OF OR4N0 � =n'� �-� � ;;;a � SEPTIC SYSTENY APPROVAL � \ �� :� � . , �..�;3� ��:��. �� ' �� CITY of OR�IaTO w �� :�.,,��t� � �'�� .;�- �✓ M��s�ore�� . c.�� ti. r�c on-�sox� � �'i� G c�y�nay,M;��s�sz.3-oo� �9 �t Yt�`.�,�Y kESH� - LOCATION: Lot 7, Block 1 OWNER: Robert Hare GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S—P Testing �pORT DATE: December 11, 1993 The City of Orono has Approved your on-site system design as of October 18, 199 4 (approved-disapproved) (date) with the following cotnments: The system is designed for a five bedroom home, so the system is oversized. The septic tank size must be 1000, 1000, and 1000 gallons as a minimum and a 10 ' x55 ' rock bed size may be used. Please contact the septic inspector if the septic system plan will be altered in any way prior the issuance of a septic installation permit. 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. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 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 tlie Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY I{IND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainf'ield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF ON � By � _ �`---� Stephen eckman, On-site Systems Manager . � TELEPHONE-473-7357•FAX-473-0510 � ' ` S�P TESTING, INC. Steven B. Schirmers — MPCA Cert. No:K627 � 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 December 11, 1993 Coffin site Lot 7, Block 1 Orono, Henn. Co. , MN This On-Site Sewage Treatn�ent System is Designed for a Type l, five bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and iocal ordinances . The soils on tYiis site are SCS soils mapped - LrB - L�ster loam_ bordered by - Ha - Hamel loam. A seaosnally high water table was located at 12" to 36" , (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The b�Ltom of the rock bed must be located at least 3 ' above the seas�nally hiqh water table. The � soils at a depth of 12" have a percolation rate averaging 8 . 2 min/inch. A pumping chamber will neeci to be installed to lift the effluent to the treatment area . The manifold and supply line pipe must have back drainage ta 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 Iight and sound device, this is in case of a pump failure. Mercury floats are a good method. All neighboring wells are located greater than 100 ' away from the proposed treatment area. CONT' D r � � Coffin site Lot 7, Block 1 Orono (2) With proper installation and maintenance , this system should have no problem in treating septic effluent effectively. 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 . Nothing other than gray water, ( laundry, showers , etc. l human waste & toilet tissue should be disposed of into the septic tanks . Garbage disposals are not recommended . Smaller amounts of laundry soaps , dish soaps , cleaning agents , etc. are better for the system. Antibacterial soaps & chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended, they may cause harmful damage to your system. Recommend to pump & clean your tanks by a certified pumper every year if you have 1 tank & every 2 years if you have 2 tanks to insure proper maintenance. <�� . Steven B. Schirmers ps SBS/ds • ---- ----- -- - - - —------ ----- -- ----- ---- ----- - - , a Z; -----`��-_— __------- � __�7�+.----'"—"� _ � _ � I � uJ�v�l�`�• , —� \ ,� � \ �', �� '� ��— � I � � � �� ' � � � , � ��i t-.� T�v`: - i' � 1L��' Lk t.L 1-1�Ll V`'� ��2 t,� �P ti"1�r�'� `Z-W f K L��i � \ 0�'�OF �� '�I�OS�? � a� 5��c\, �c.. �o ; f .�`�o � j �CW�r�-�t��-� (�►�S �6 c�QR�- � ., � � ,�o�� T\ �a��_:� �' �s' s��s�u-� , � �-<� co��'�-,�-��-�10 � � q � � � 't A N�'-� �1... � i � �,! � � � A� � - _�_�--�� O � \ I � I��i� � � �`�fJPOS�V � I �• � / QQ��S�� wf�` �� ` � I y � �� -'��»-+�. � � \I o�Js I \ \ �� L`rE A v+16'�L _ - / I � � \ � �I i I i � °�'' i��r t-�r�l-�� B�� + �'� ��v��l D� ��'� 'G`-� = � \� � \ � � � �9 � � m vY-OT-��6� L� ioo,.J � � � � �� ` � �1��"�1� `� '�� / 'mz� J� � .} �- -- W �t� ''J ,, I /�i� �v ��1�-� ^ 593�Sf F- � m OC= � �-F�� s L1�V�1.U�rS (Jf O m L �1 \/ ._ " ''\ <` `Y � � 41/ z � y N-C �d �1 Y � q ,� yn \ r�S3 � '�3 ��_,..,- �1� /ss\ 5+.� /4�7�, -�� „ \, =� `� � � , � � "-`1 �;s W z � ¢�,, d'i Perco�ot,on Tests Scole= 1 = So' _ -___ _�y,� „t � 11 ` J � Q E'' o�Y �K$ciil Sorings '�� \\ \ �!-�� ` � � A� �Benct: M�rk w T �a �� \ � �_ � � °._ � �qote� T�is system is to be cons!rucfed to m�t � ' � ''� / '��- �,��.` '�5 T �S,\ �� m o ' � �� ; the h5rnesota Po;�u!ion Con!ra L1.;ency � �' ; \ \ ,+t � +`�yy4\ � _ �, � � °.� � �� Chapter 7080 & Loca1 Ordinance ,»�., - h _�_ � � \, \ .��z��, �- - -� � �\ � o t,, z \ 1 - 7 � � � � �.. a� � \ - ` \ ��5-�ilg� �� 3 c�w �r � ,\' • 3 �� ' `� �, \ ' '°°'s \��f��x�x��sio�.l I1 � �"�1►� + ;; Q N .,� � Check a 11 undergrour:d titi 1 ities � I � , -, J , x�g ' i�r..-, r'T��}�' �8 � �� "� �� .; ] y� c C 7 C�i V � �� 00 +� m19� � � I \�� \� � ` I � 1 �._^Q Q � � � �- E �� , .�- �� — � '� ,� � � U -�¢' a z � 8 � � �P�RTY CF: GoT�� s �� _ � �� W , � ! ; �y � � - `I� i 7�ico Y N; , i '�f ' hj i �_� � �;ry�� _��.0��.�- '—_._ � �V/ �/ `� �' j`I- -- (J� �1 ►'� V � i 'k= ._ . _-- --13y--- ---__.__ --_._-�---L�'�fi �' . f-- - �'— --�---- . ..�� ----._._---�+�-�—� �-� _ . o O_ t�_�J � �-1��1� c o ( �� <1 � ' ; � � i �� I' M+ S-P TESTING !/�JC. r D25�y�� By� ��• ��L✓—_- i �__.__.._...__J -,�a:l L �7 _^O _'i � , I C..,_ �/L/�3, PN. 6,_ ,�7 ..55c - ---- _ ...-- -- --�— - ------ ----- . � - �l�} �- �r� y:lss .. _ , - s . ` /o'X to4S' a-oc.�c-Qs:a � � _ , N � — - � r ' �S � • ^ ' � �.� � ��O`�G-g�� i N � _ o _ 3 7 � �F�" snt,►o � 935�.2��• •7�SA� `� "PL-� �/lE\� y°�O S�T- BACKS � ► 3� I o' �� HOUSE . i � System must be� ' - Tank �� from property !ines >C - �:�;�f� �� ;,�- S!�-r L. �'.��v-r�•� "� �� from wel's T "`�a�-�"-�''� �� from b'�os. IiY�. T ! � � '1J:'�'-Li;t'-„ . - �� . �rec�me�' erea = 'rom !akes , 2,4,_ s�reerns � Treotmer,? orea 2O� from property lines NOTE� Power supply and switches must be located in a MaNHo,��S ��n l�.-'� 7S�from we':!s /�''e°ther proof encbsure outside the pumping chamber and manhole - (3RLCtrLL .Lo � ,`rom b!dgs. �- -� L from trees SOIL BORIhG EI.EVAT10NS � i , r . . C �min. ' �` � � I - � . '�.� ' '1 .��UIQ.$l� ► THw� ��,�lOOL.(� �1H��= ��O�.Z Tank � � � - !SS ` - 9rode.�% TH. 2_L.l�3:3 -t�'"`� �►`�y.�.} � Tank ; ; '�! TH�3 EL.- oo .o ��*4S-�f�5'.� Drop to Tank ; "j PRESSURE DISTRIBUTION MOUND SYSTEM .. � Min. I"to 8� i i �� c�►�.-C� 1�'YRN�fc�-C� TN. 4 �L:19�3A '��`al-994.z. �Pumping ?�H.`5 El..- oo S � Max.l��to4� � ��L� -�'��GC:, � H��n-�j Chomber ELEVATIOU ot PROPOSED PUMP'NG 4�fo 6��dia.pipe CHAti".BER-��,"Q�-►w►� ��o.v � �1'P-i''gOn� ,�Co� o�F '�z.o��.-/006. SYSTEM DESIGN -MOUND �� Lo�.U�s-c ��_�q�,,� � TYPE-�, � BEDROOM , Average percolation rote�.�.min./inch (design.83 sq.ft treatment �rea oer gal. of daily sswoge flow) � 2�gal./day x.83sq.ff./gal.�sq.ft.of treatment areo +10% _ `� sq.ft. (.= IOft.width=�ff.!2ngth of bed area+side slope run�to i xs�height= �_ft.xLL ft,lawn•area needed) � � Clean rock needed- s .ft.treatment area x o de th of rock�.L�cu.ft=27- � ' ' ' � �-�- 4 L�- P '�_cu.yds,(3/4' to 2 I/� dia. ,includes 2�of rock above p'pe) �`�`�� Clean.sand fill below rock needed�Q cu. ds. a rox. sand loom back fill �`d cu, ds.a � wAs�o Y PP , Y Y PProX•, topsoil 6��cu.yd. A�Z�-�H�Q_ a-.P��i1 � I .�►___ . ( ��c.ort��►ao -�o Ava �o°�o -to -roQso�`�oE- ��K.��c�� s�,oe� �_� c�Yc.�c�� Number of tonks required�_, ist tonk J a�0 gol. , 2nd tonk DOD gal.min�rxms PL�s P�-►m Pi N t� :1�f- �m pE R- - Pumping chamber capacity- 25% of daily sewage flow of 2�Q gal.=1��goi.+reserve s'ornge of 15 0��=:1/B1��gal.+pipe back droinage— ' of1'�gol./IOOlin.ft.of��dio. supply pipe, Iin.ft.needed�L, �`-� gol.+ monrfold�gol./IOOIin`tof3��dia.pipe, l�.ftneeded2 2 �. PROPERTY OF� G��1 5�� ' 4° W� '7 . Y�� 2. � totol copocity needed��gal.(plus oreo for pump) us E rn�n. !a ga l,ca p. � _�gt��,�p M i..1 . N�}1�..� 4 0 � , � Distribution pipe �L�dia. , 1�4�lin.ft., �dia. perforations��aport � Pump s¢e �� hp. (pumpable ca cit �1�, ai. 4 cles/da ) ��_f�=l_ �__ - � � 3 � y e �r y _ ►i�eo _P��Ss� o.�s��e_ _�_�_��. _ S-P TEST/NG /N . Note� When construciing bed - , this orea shoub be shaped Note= D�stance from treohnent areo to neighbor�ng we!ts— I / ��...r-> � to divert run-o`f from entering treotment orea. _La��-p:,-''"F=�- �(�}Qk� ) pp ► � Designed 9y��Z� � �a'e L� /L/1� , ''�. 6!2-�g7-3566 MOUND DESIGN WORKSHEET � • (For Flows up to 1200 gpd) ' � _ � A. �.�w Estimated Sewage Flows in Gallons pa day Estimated '1 c7 p d (see a es D-7 or I-3,4,5) �g�� Op P S umber or measured ._ gpd x 1.5 = -- ��ms Typc I Type lI Type liI I� ' B. SEPTIC TANK LIQUID VOLIJMES Z 30o Zu �go 3 450 300 218 �� 4 600 375 256 �� - ►as� -� )- !oo� gallons (see pages C-3 or C-5) �so 4sc Z�a ;o 6 900 5?S 332 T��. 7 1050 600 370 ID 8 1200 675 408 �d„m,. C. SOILS (refer to site evaluation) 1. Depth to restricting layer = l L t/+� d.�N inches SeDlieTsnk Cyp�cilicX in xylluny t I ?%umbct of }f:n:mum LiqaiJ LiquW capucity r��ti 2. Depth of percolation tests = � a inches ��m• c.�.�.y garba�cdip.ixal 3. Percolation rate 4�.� mpi Z�.ks= ,� >>u s�a - �an isoo 4. Land slope '-� % 746 a 9 ��p � over 9 ••--- D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain requireci area of rock layer: Daily Flow x 0.83 = , .2 �_�gpd x 0.83 sq. ft./gpd = �z sq. ft.-r►��=��y� 2. Select width of rock layer (10 feet or less) _ / v ft. 3. Length of rock layer = Area-:-Width = �►-�sq. Et.y ��ft. __�� ft. Rock Bed . r.f.f.f.f.f.f.r�f��f.f.f.f:f ti•'.••.•ti•ti•ti•ti•ti . '.•ti•ti•ti• t•f•f•f•f.f•l•1�J:f•t•f•1•f•t ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti• �dth 5]Oft. �t•r•r•r•r.r•r•r,f•r.r•r•t•r•r .�.�.�.ti.�.�.�.. ti.•........ti.•.• 1 •f.j•;•l•r•,••;•f•,.f.r.;•f•;•f E. ROCK VOLUME �-- (,ength -� 1. Multiply rock area by rock depth to get cubic feet of rock; �sq. ft. x ./ os� ft. _�cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �cu. ft. s 27= �cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd. x 1.4 ton/cu. yd. _�� tons. F. ADSORPTTON WIDTH �-�`� �-°'�r'' 1. Percolation rate in top 12 inches of soil is Ss_� mpi Absorption Width SiztngT�bic Percolation Rat Galbns Ruio of 2. Select allowable soil loading rate from table on page E-; in Minuterpu s��Trx�� a�d�y�:� Abaorp�ion width �� /f� Inch(MP!) square foa lo Width rer 3. Calculate adsorption width ratio by dividing rock layer Facterthan 0.1• c�s�,e ----- ____. o.,w s s�a i.io i.00 loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.�a s•• ��sa�a•� o.�o z.�o 1.20 gpd/ft�i ._y ti`gpd/ftz= a. Lo� 6 to 15 �y� 0.�9 �.s� 16 to 30 Loam 0.60 2.00 31 to 45 Silt I,osm 0.50 2.40 Check this value on page E-16. �a� �'c�e`Y"° o:i4 s W 4. Multiply adsorption width ratio by rock layer width to get s��;;;e� c,ay _____ ._... required adsorption width; �.(�7x v ft =�ft 1 G. DOWNSLOPE DIKE WIDTH • • 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe for ' � ` absorption: / � a�"� ft- 10 ft=�feet ( ; 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation �..� , feet b. Muldply rock layer width by landslope to determine drop ,,,,�,,,, ;. : , in elevation;Slope Difference ��-� �x�_%1100 = ,� _ feet ��- c. Add depth of clean sand depth of clean sand for ��..� �w��--� separation at upslope edge (2a) to depth of rock layer to �°�� '` rock depth and the depth of cover to find the total mound °'�-"'�'�'d"'`_ height at upslope edge of rock layer; 1• '� ft + 1 ft + 1 ft = 3,7 feet d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of 3 •4 S e. Multiply dike multiplier by upslope mound height to get upslope dike width: 3•1 x 3•�S= �� feet f. Add the depth of slope difference(2b) to the upslope height to get the downslope height 3 .'� + .�_- �}. 1 feet g. Enter table on page bottom with landslope and downslope dike ratio. Select dike multiplier of 4•� L h. Multiply dike multiplier by downslope mound height to get downslope dike width: 4• � x y�� = a o feet i. Compare the values of step G.1 and Step G.2.h. Select the greater of the two values as the downslope dike width; �O feet j. Total mound width is the sum of upslope dike R«keed�widi��` �'u�io�oii�ewid�;1:��'�'�'�;;:;;.:; width plus rock layer width plus downslope �'`�` ��'`''`'`` �:��:�::•::�� ''�"��'' Koc Length .�'_;.:-�► dike width; :�:� . , , . , , . ::: . .�:�•:'�::'::;:;�:;;.;�::�::;:.: {.U•�o:.'Dike Wldth� I 3 ft + �D ft + a O ft = _��feet Upslope•Dike Width�,`�y�� P� Pe k. Total mound len th is the sum of u slo e g P P �;.:w:::�;:: ik wi h lu r k la r 1 n h IU � �O�`'�s�ope��bike �a h��'- d e dt p s oc ye e gt p s u slo e dike width; P P I 3� ft + _(�� ft + �� ft = 9� feet � ��To�a:Lenbth�_ ..•. ..-� .. .. .. .. . .. 'a t� -� (��/' -�M' J (� %��S /o� wns opc ps opc 3:1 {:1 5:1 &1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 9L slope 0 3.0 4.0 S.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 1 3.09 1.17 i.26 638 7a3 2.9] 3.8i 4.76 5.66 6.54 7.41 2 3.19 4.3i 5.56 6.82 8.14 2.83 3.70 4.iM1 5.36 6.14 6.90 3 3.30 4.54 i.98 7.32 8.85 2.75 3�7 43i 5.08 5.79 6A5 4 ._.__.3.41._ d.� b25 :.�9_ 9.i2. 2.65 3.4i 4.i' C.& �.Se 6.Oo ._..._ -__----- .. __...._._. . . __� 5 353 �.00 eb% 5S7 :U.77 � 2.61..:.'"�.��33 ;.�X� <.62 �.i9 S.il 6 3.66 5.26 7.1< 9.38 12.07 2..i: 3.23 3.Si d.41 4.93 SA7 7 3.80 Sa'6 7.69 ]034 13.73 2.4F3 3.72 3.i0 4.23 4.70 5.13 8 3.95 5.88 8.33 t154 15.91 2.42 3.Q3 3.57 4.Q5 4.49 4.88 9 4.11 6.15 9.09 13.04 18.92 236 2.94 3.4i 3.90 4.30 d.65 10 d29 6.67 10.0 I5.00 23.33 2.31 2.86 3.33 3.75 3.12 d.43 il 4.48 7.13 11.11 17.u5 30.43 2.26 2.7& 3.23 3.61 3.9� d26 12 4.69 i.bi :250 2i.43 53.75 :.21 2.70 3.;2 3.39 3.30 4.Q9 PUMP SELECITON PROCEDURE ' � ' A. Determine pump capacity: � END PERFORATION OF A PERFORATED LATERAL 'Gravity Distribution 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of �,,.�.w, water use rate. r-'- 2. Maximum suggested for delivery to a drop box of a 1*.ome system is 2,700 .,......:,_,,,.T�. ' ..,.::..�..-. .. .. . ,��,,.;,..;. . .J:�,,. ,�Lqv of GeoN�11N faWk(a►ar- gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ��-�: �.a«�,,s,�a�,�., ..,�,,,,,,,a.�,a w,a.,�..e � '��-:,�.:. ;�.itM r.a renn yape.) P�rlaatbn Or11Nd Horizomolly Pressure Distribution aa p n.a. �p 3. a. Select number of perforated laterals�_ '�:�w :� N � �2•�o�a� .°_ .w�a or r+ea�.. b. Select perforation spacing=�_ft. . � '� °-P;;,�;;;�;;'�,�a� c. Subtra 2 ft.from the rock layer length. ��,« �°"°'"°"-°'•�' ;,:. .:: . .: ., . -2 ft._�_ft. �;::'.::..:. ..:.::.:.::.:. ..�_ ... . ..; ��+n.e d. Determine the number of spaces between perforations. Length perf.spacing=��ft.+�ft._�.spaces TABLE OF PERAORA170N DISCHARCES W GPM e. � 1 spaces+1 = �'; perforations/lateral ' f. Multiply perforations per lateral by number of la terals to Head Perforation diameter(inches) get total number of perforations. n ,, � , �� x ��-*�_�g_perforations. 1'S��1� �a �' 1.Oa OS6 0.74 g' � X a�-.�2$Pm• z� o.beo9 i.o 2S 0.89 t.17 SELECTED PIJMP CAPACITY 39 � 3.0 0.98 t.2a 8P a.o iaa �.a� 5.0 �.26 1.65 B.Determine head requirements: aUse 7.0 foot of head for residential systems. 1. Elevadon differencebetween pu pand point of discharge. bUse2.oEeecofheadforocherescablishmen�s ,�feet . 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold �_feet 3. Friction loss � P�Pe�8� � a. Enter fricHon loss table with gpm and pipe diameter. Point of Discharge Read friction loss in feet per 100 feet from table. �jg� F.L._ �.lo ft./100 ft of pipe Elevation Difference b. Determine total pipe length from pump to discharge p„mp q.y o point. Add 25 percent to pipe length for fitting loss,or use a fitting loss chart. Equivaleilt pipe F-18b length-1.25 times pi length= �x 1.25=�_feet gpm 1.F ncucohi�loss ai 00 ft of p�inch c. Calcvlate total friction loss by multiplying l0 0.69 0.20 friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28 Total friction loss= �,(� x_f�y +100=_�feet 14 1.28 0.38 4. Total head required is the sum of elevation differcnce, 16 1.63 0.48 18 2.03 0.60 special head requirements,and total friction loss. 20 2.47 0.73 0.11 25 3.73 1.11 0.16 � + � +_� 30 5.23 1.55 0.23 (1) (2) (3c) 35 7.90 2.06 0.30 40 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD ��feet 50 � 3.99 0.58 55 4.76 0.70 60 5.60 0.82 C. Pump selection t 1. A pump must be selected to deliver at least��gpm (Step A) with at least�4�feet of Eotal head (Step B). �..�.�� _ _ . � _. .. . . . .. . v v U L / .�.i : � . _"�____- _ ... ..."__'_'_'_' ___1_ Location or Project Lot 7, Block 1, Coffin site, Orono Borings made by S-p Testinq, Inc . Steve Schirmers Date 10-27-93 w Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (cneck two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 1006. 0 feet Surface elevation 1003 .0 � Topsoil� _ 4„ dark }�oamn cl y � Topsoi� _ 4„ dark �o°amn clay Brown clay loam Brown clay loam 1 - 4" - 1 ' 2" 1 - 4" - 1 ' -MOTTLED 1 ' Rusty olive brown Brown loam clay loam 2 - 2 - 1 � - 2 � 2 ' 8"-MOTTLED Rusty olive brown 1 ' 2" - 2 ' 10" loam 3 - 3 - 2 ' - 3 ' 4" Rusty olive brown Rusty olive gray 4 _ loam 4 _ loam 5 - 2 � 10�� 5 � 5 - 3 � 4�� _ 5 � 6 - 6 - 7 - 7 - ( 8 - 8 - � � End cf boring at 5 � feet . End of boring at 5 ' fe�t. Star.^; ::�� .ate�- ra^�� : Standing :�ater table : present at feer of �epth , present at feet of depth, hours after boring . hcurs a�ter boring . Not present in nole X P1ot ��r esent in hole X blottled soil : ."lottled soil : Observed at 2 � 8�� -��t of ciepth . Observed at 1 � feet of aepth. Not oresent in hole Not present in hole Comments : Comments : 1�-- �.." \.i�i\1 1 . . �_ .. . . .� - ` ' '_ ' . . . . . . . .. . . . ____'__'-____. _ . . . "___"_'_ '___ _"�-_ Location or Project Lot 7, Block 1, Coffin site, Orono . . Borings made by ;;-p Testinq, Inc . Steve Schirmers _ Date 10-27-93 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth, IIoring number 3 Depth, Boring number 4 in in feet Surface elevation 1002. 0 feet Surface elevation 1003 .0 0 - — - ---- 0 - ----- --- . Topsoil dark brown Topsoil dark brown loam loam 0 - 1 ' � �� 1 - Brownl , _ 1 , 4„ loam - 0 - 1 2 Brown clay loam 2 - Brown clay loam 2 - 1 ' 2" - 2 ' 2"-MOTTLED 2 ' 2 ' Rusty olive brown 1 ' 4" - 3 ' -MOTTLED 3 ' clay loam 3 - 3 - 2 � 2�� _ 3 � 2" Rusty olive gray clay loam Rusty gray brown sandy loam 4 - 3 � _ 4 � 4�� 4 - 3 � 2�� _ 4 � 4�� Rusty olive gray loam Rusty olive brown S - 4 � 5 � 5 - 4 � 4�� _ 5 � loam 6 - 6 - 7 - 7 - � 8 - 8 - ( I � i�nd of borina at 5 � fe�t . End of boring at 5 ` fe�t. �*ar.di�;r, �.�at�� ..�... _� . Stanuin; .•:ater table . pres�nt at _ �� cf c;ep�h , present at f�et of dept:�: , hours a�`_er i.�orin� . hcurs a�ter bering . Not present in ho:t X Not present in hole X ,�lottleu soil : Mottled soil : Observed at 3 � - Obser�,�ed at 2 � 2° feet of depth . �eet o� depth . Not presen� i:l haie iJot prGsent in l�ole Comments : Comments : l..i�l\1 , . ��... � l.iav i! VVV� � l�C�,J•� .��il'1 _.— _ • . Location or Project Lot' 7, Block 1, Coffin site,Orono , , Borings made by ;;-P iestinq, Inc. Steve Schirmers Date 10-27-93 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth , Boring number 5 Depth , Boring number 6 in in feet Surface elevation 1002 . 5 feet Surface elevation 1004 . 2 � Topsoil dark brown loam � Topsoil dark brown clay � 0 - 6" 0 - 6" loam Brown clay loam Brown clay loam 1 6" - 1 ' 4"-MOTTLEDI ' 4" 1 - � 6" - 1 ' 8"-MOTTLED 1 ' 8" Rusty olive brown b 2 - clay loam 2 _ Rusty l , 8„ _ 2 � °c�ae To°amn 1 ' 4" - 2 ' 4" 3 - 3 - Rusty olive brown Rusty olive brown loam loam 4 - 4 - S - 2 � 4�� _ 5 � 5 _ 2 ' - 5 ' 6 - 6 - 7 - 7 - ( 8 - 8 - � i End of boring a� 5 � feet. End of boring at 5 � �e�t. Star.�'ing ��ater =�:�le : Standing water ta�le : present at feet of depth, present at f�et of deptn, hours after boring . ncurs after borinr, . Not F�resent in hole X Not present in hole X Mott�ed soil : biottl�d soil : Observed at 1 ' 4" ieet of depth . Observed at l � g�� feet of aepth . Not present in hole P1ot present ir� hoie Comments : Comments : . . „ , i,;.�{:. . . itiu: . . .i�,:ll , i _.•. : 1. -:� •� V� _ � ; , • ------- - - ------- -- --- Location or Project Lot 7, Block l, Coffin site, Orono _ , Borings made by S-P ':estinq, Inc . Steve Schirmers _ Date 11-23-�93 Classifiction System: AAS�IU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number � Depth, Boring number 8 in in feet Surface elevation �1`��i- feet Surface elevation �j� �.� 0 - ----------- 0 - ------ --- Topsoil dark brown Topsoil dark brown loam loam 1 0 - 1 ' 4"-MOTTLED 1 ' 4' 1 Rusty dark brown loam 0 - 1-1/2 ' 1 ' 4" - 1 ' 10" Brown clay loam 2 _ 2 _ 1-1/2 ' - 2 ' -MOTTLED 2 ' Rusty olive gray clay loam Rusty olive brown 3 1 ' 10" - 3 ' 4" 3 clay loam Rusty olive gray loam 4 - 3 ' 4" - 4 ' 2" 4 - 2 � 4 � Rusty olive gray sandy loa Rusty olive brown 4 ' 2" - 4 ' 8" loam Rusty 4 , 8„ _ 5 , ol}oamgra 4 , _ 5 � , - 5 - 6 - 6 - 7 - 7 - I 8 _ s — i ( ; i.nd cf `.;�orir:g at 5 ' feet . End of boring at 5 ' fe�t. Stan��n�� .:ater `a:�_ __ . Standi:lg water table : prese:�t at 4 � _�� o� c;ePth , present at feet of uepth, 22 hours a_`Le� borir,q . hcurs after bori�zg . N•�t pre� �i�t in hole Not present in hol�_ X i�:Ot�iC�:. SO� � . :'�Ott=Eu SO1� . Ubser��eu at 1 � 4�� y2`� �i ��pth . Obse�ved at 2 ' feet of depth . ;�ot pr�senc in hole __ Not present in hole �..omments : Comments : Location or Project Lot 7, Block 1 , Coffin site, Orono Borings made by S-P �estinq, Inc. Steve Schirmers _ Date 11-23-93 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number 9 Depth, Boring number in in feet Surface elevation �� ."Z- feet Surface elevation 0 - --- ---- 0 - --- __--- Topsoil dark brown 1 _ loam 1 _ 0 - 1 ' 10"-MOTTLED 1 ' 10' 2 - Rustyl ' 10" - 2 ' 2" d�ak �oa�i 2 - Rusty olive gray 3 - clay loam 3 - 2 ' 2" - 3 ' 8" 4 _ Rusty olive gray 4 _ loam 3 ' 8" - 5 ' S - 7 - 6 - 6 - 7 - 7 - I 8 - 8 - � I i;nd of boring at 5 ' feet. End of boring at fe�t. Sta-:�?ing .. _. _�_ _�_..� _ . �t-andinr, .:ater :�:�le . present at 3 ' 10" fF�� o� depth , :�resent at f`et of deNth, 22 hours afte� boring . hcurs a{ter boring . Not present in hole "1�t _�resent in hole biottled soil : :':ottled scil : Observed at 1 ' 10"fe�= of depth . ��served at feet of depth. Not present in nole _ ':ot present in hole Comments : Comments : CLtcT. aUUOG / . � � . PERCOLATION TEST DATA SHEET �� Percolation test readings made b}' S—P Testing , Ine. on 10-2 8-9 3 starting ac 10: 5 3 �m�e, Testholelocatiun Lot7,B1k. 1,COffin siteHolenumber 1 . Dateholeaasprepare� 10-27-93 Depth of hole bottom 12 inche�. Diameter of hole 6 inches Soil data from test hole: Depth, inches So�l texture � 0 - 4" Topsoil dark brown clay loam 4" - 12" Brown clay loam h4ethodofscratchin�;ide��aii Knife � 2 Depth of gr:��el in bottom��f nule inrhe� 10-27-93 3 : 00_�pm. 12 Date an�i h��ur uf initi�l ��ater Cillin�_ . D�pth ut nival��ater fillin� inches abu��e hole bottom tilethod used to maint:�in ut l,a>[ I� inches oi��ater�ie�th in hole for at lea�t=1 hours AutOmatiC Siphon 6 . \taximum��ater�lepth abu��hule bottom during tes� inches TI(112 { Percolation ;ime I intenal. �iea.urement. ; Drop in ��a[er rate. Remarks , minut,� inrhe� !e�•el, inche> ' minute�per inch • 10 : 43 � prefill 6 10 : 53 i 11 : 23 " � 2-9/16 11. 7 30 min 11: 34 ' 12 : 04 " � 2-3/8 12. 6 " " _----- — -- -- 12 : 05 i 12 : 35 " � 2-1/4 13 . 3 " " , � I ' I -- � I — --- - --� I � _ � _ � I i — ' -- ------ --- --i-- i � 12 . 5 Percolatic�n rate = minut�,per inch. CERT. nG0627 .. , PERCOLATION TEST DATA SHEET S-P Testing, Inc. 10-28-93 10 : 54 �-� Percolation test readings made by on s[arting ar � p.m. Lot7,Blk. l,Coffin site 2 ��"' 10-27-93 Test hole location , Hole number ,Date hole w�as prepare� Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 4" Topsoil dark brown clay loam 4" - 12" Brown clay loam Method of scratching side��all K n i f e Depth of gra�el in botrom of hole 2 inches 10-27-93 3 : OOpm 12 Date and hour of initial��ater fillin� , Depth of initial�+ater fillin� inches abuve hole bottom h1ethod used ro maintain at least l2 inches of��ater depth in hole for at least 4 hours Automatic s iphon , Ataximum��ater depth abuve hole bottom during tesc 6 inches Time Percolation :ime inter�•al, hlea:urement, Drop in water rate, Remarks minutes inches le��el. inches minutes per inch • 10 : 43 prefill 6 10 : 54 11 :24 " 3 10.0 30 min 11: 3 3 12 : 0 3 " " " �� 12 : 0 6 12 : 3 6 I " " �� --- i � _ — -- i �— -- i - - — -� L _ _ -- _ , - � --- -'--- -- � ---------!----- - -----�- - - - , ; ; i � -- -- --:- �__ ------ � Fercolation rate = 10 . 0 minutes per inch. �LK1'. n�U627 . PERCOLATION TEST DATA SHEET ' ' � Percolation test readings made b�• S—p TPstin�, Inc . on 10-28-9 3 starting ar 10 : 55 p.m. �d�re� Testholelocation Lot7,Blk. l,Coffin Site Holenumber 3 , Dateholewasprepared 10-27-93 Depth c,f hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam !�1ethod ot scratchin�side�tall Knlf e 2 Depth uf,_r��el in b��ttum of hole inche> Uate and huurof initial ��ater fillin�_ 10-27-93U,3��0��m.al ��ater filling 12 inche�abu�e hole huttom �1ethod used to maintain at least l� inches of��ater�iepth in hole for at lea�t-1 hour: AutOmatiC Slphon 6 , �laximum��ater Jepth sbu��hole botrom durin��t«� inrhes Time i Percolation i �ime , inter��al. '�tea;urement. � Drop in�rater rate, i Remarks ' minutes inches ; le�el. inchea minutes per i I i inch • 10 : 43 � prefill ,� 6 � � 10 : 55 � 11 : 10 I " 3-5/ 8 4.1 15 min 11: 32 � 11 : 47 " � 3-3/8 4. 5 � " " - 12 : 07 � 12 : 22 " � 3-1/4 � 4. 6 j " " .. � ' � � — ' — i ----- I — ' i ! I i --- I I ---- -I - , , � ; � ; i ; ... ' i � i — , ! I I i Perrulation rate = 4 ' 4 minu:es per inch. CERT.#00627 � . � , � . PERCOLATION TEST DATA SHEET �� S-P Testing, Inc. 10-28-93 10 : 56 � a:m. Percolation test readings made by on starting ar m. �m�r� Test hole location LOt 7,B 1 k.1 ,C o f f 1 n s i t e Hole number 4 , Date hole was prepared 10—2 7—9 3 Depth of hole bottom 12 inches. Diameter of hole � inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Kni f e Depth of gravel in bottom of hole 2 inches 10-27-93 3 : OOpm 12 Date and hour of initial water filling , Depth of initial water filling inches abo��e hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatlC siphon , :�taximum w•ater depth above hole bottom during test 6 inches Time Percolation :ime inten�al. I hteasurement. Drop in water rate. Remarks minutes i inches level, inches minutes per inch • 10 : 43 prefill � 6 10 : 56 11 : 26 " 2-9/16 11. 7 30 min 11 : 31 12 : 01 " " " " " 12 :08 12 : 38 � " " " " " I li - - I i — - — I —� _ _ � ( � � � I ___ ____j__-___.-. - �'__.____-_'_-_-___-_'_.._- '___ __" .-_.-__I -__ - _ 1 � I I I I_ _ I_'____ _ '____ Percolation rate = 11 • � minuces per inch. �LRi. rGG627 . , � . PERCOLATION TEST DATA SHEET a—m. Percolation test readings made b�� S—P Te s t i ng, I nC. on 10—2 8—9 3 starting ar 10 :5 7 � .,::,rr� Test hole location Lot 7,B I k.1,Co f f i n s 1 te , Hole number 5 , Date hole w�as prepare�i 10—2 7—9 3 Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 6" Topsoil dark brown clay loam 6" - 12" Brown clay loam Method of scratchin�sidewall Knif e D��th uf�_ra�el in bc�ttom of hole 2 inches 1Q-27-93 3 : OOpm 12 Date and huur of initial ��ater fiilin; . Depth of initial ��ater tillin�_ inches abu�e hole bouom �t�thud used to maintain at least I� inche:of��atcr�iepth in hole fur at least-�hours AutOmatiC SlphOn , 1laximum ��atcr elepth abo�:hule buttom�lurin�tesr 6 inche� Time Percolation �ime ; inter�•al. � �leasurement, Dr�>p in��ater rate, Remarks ; minute� � inches � le�el, inches � minutes per � I ! inch • 10 : 43 prefill � 6 � I 10 : 57 11 : 27 � " 3-3/ 4 8.0 30 min 11: 30 � 12 : 00 � " 3-7/16 � 8. 7 " " 12 : 09 � 12 : 39 � " —T 3-1/4 9 . 2 " " � I � � , — ; --- � --i— i ---- I � ' � , ; _ I � l I _ I � j i i � � i -- - - I - ---, - � � i I i I I Percolation rate = 8 • 6 minutes per inch. CERT.#00627 � � i .. PERCOLATION TEST DATA SHEET a�.�• Percolation test readings made by S—P Testinq, Inc. on 10-28-93 starting ar 10 : 58 p,m. Lot7,B1k. 1,Coffin site 6 ��"� 10-27-93 Test hole location >Hole number ,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 - 6" Topsoil dark brown clay loam 6" - 12" Brown clay loam Method of scratching sidewall Knl f e Depth of gra�•el in bottom of hole 2 inches 10-27-93 3 : OOpm 12 Date and hour of initial water tilling , Depth of initial w-ater filling inches abo��e hole bottom [�lethod used to maintain at least 1?inches of w�ater depth in hole for at least 4 hours_ AutomdtlC s iphon , Alaximum w•ater depth abo��e hole bottom during tesr 6 inches Time Percolation :ime inter��al. i�1easurement, Drop in water rate. Remarks minutes inche. level, inches minutes per inch • 10 :43 prefill 6 10 : 58 11: 28 " 2-7/16 12. 3 30 min 11 : 29 11: 59 " " " �� 12 : 10 12 : 4 0 " " " �� I — — l ` � _ - — � --- � -- — I --------'------- — - 7--- -- � � l � � -- ' - - F --- I - i i I I _ I -_ Percolation rate = 12 • 3 minutes per inch. CLh`I. n��627 • . i PERCOLATION TEST DATA SHEET � S-P Testing, Inc. 11-24-93 g; 5'7 a.m. Percolation test readings made by on starting ar p.m. .�.., Test hole locatio� Lot 7,B 1 k. 1 ,Cof f in s i te , Hole number � , Date hole was prepared 11-2 3-9 3 Depth af hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: llepth, inches Soil texture 0 — 12" Topsoil dark brown loam Methud of scratchine side�vall Knlfe 2 Uepth of gra�'el in bottom of hole inches 11-23-93 11 : OOam 12 Date an�i hour of initial ��ater fillim_ , Depth of initial ��ater f illin_ inches abo��e hole buttom �1ethod used to maintain at least I? inches of��ater depth in hole fur at leas;-1 hour� AutomdtlC siphon 6 , :�laximum ��ater depth abu�e nule bottum during test inches I Time � Percolation :ime inter��al. �teasurement, � Urop in��ater rate, Remarks � minutes inches i le�el. inche� minutes per inch ; • 8 : 40 ' prefill ' 6 � � 8 : 57 � 9 : 12 " 3-1/8 ; 4. 8 15 min 9 : 46 ' 10 : 01 " � " " " " 10 : 18 , 10 : 3 3 �� I �� -—- �� ..._ � -- � — —i i ---- ----- - ----- -------- - — —� ___._ --------- -- I - — --- � � � i I --- - � — 1 , -- ----- ---�---------- -- ------- _=----- - - _ .._ __- ----- �--- —---- — - - ----- - -- — ' � i � � � Perrulation rate = 4 ' 8 minut�s per inch. CERT.�00627 . . - i . PERCOLATION TEST DATA SHEET � Percolationtestreadin smadeb� S—P Testing, INC. 11-24-93 8: 58 �� g � on starting ar �gm-' �m«� Lot7,B1k. 1,Coffin site 8 11-23-93 Test hole location ,Hole number ,Date hole was prepare�i Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soii texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall K n i f e Depth of gravel in bottom of hole 2 inches 11-23-93 11: OOam 12 Date and hour uf initial water fillin� . Depth of initial ��ater fillin�_ inches abo�•e hole bottom Method used to maintain at least 12 inches of�ater depth in hole for at lea�t-3 hours Ai�tnma t i c- c i �� , 1�laximum��ater depth abo��e hole bottom durin��test 6 inches � Time ; Percolation :ime � interval, '�teasurement, Drop in�+ater race, Remarks I minutes inches level,inches minutes per � inch . 8: 40 prefill 6 � 8: 58 9: 28 " ; 5 6. 0 30 min 9: 45 10 : 15 " 4-13/16 6. 2 " " 10 : 19 10 : 49 " j 4-11/16 6. 4 " " i --- � - - I – --- I � ! I � _ - � — - --- - —� � � ------- -- ---------- ------ ---------- - i • ; � ---- i- � - --- ---- � -- � � ------ --- � - - --1 - Percolation rate = 6 � 2 minutes per inch. C�Ri . n0U627 � PERCOLATION TEST DATA SHEET ' ' ' R � S-P Testing, Inc . �n 11-24-93 startingat 8 � 59 a:m: Percolation test readings made b�� 9 ,,,��r, Lot7,BIk. 1 ,Coffin site 11-23-93 Test hole location _ , Hole number ,Date hole was prepare� Depth of hole bottom 12 inches. Diameter of hole 6 inche� Soil data from test hole: Depth, inches Soil texture . 0 — 12" Topsoil dark brown loam i�iethod of scratching side«�all Knif e D�pth of gra�•el in bottum of hul� 2 inches 11-23-93 11: OOam 12 Date anel hour ut initi�l ��.�ter tillin_ . Depth ot initial��ter fillim_ inrhes abo�e hole bc�ttom �lethocl used to maintain at lea>t I'_ inchet of��ater depth in hole for at least-1 hours AutOmatlC SlPhon , �:S\lG1UIll U;tI:'C u��!il 3�'J\'c; fl�`�C b��ttom durin�.'_I:ti' 6 II1��1C� Timc Percolation ��n1z ��z��•��, Mea.urement. Drop in��ater rate. Remarks minute� inches le�el. inche� I minutes per � inch � • 8 : 40 � prefill � 6 — 8 : 59 I 9 : 14 I " 5-1/4 2. 9 � 15 min 5 I 3. 0 � �� 9 : 44 �, 9 : 59 I �� _ ' 4-13/16 � 3.1 � " �� 10 : 20 i 10 35 � �� I I I � j I � __ � ; , , _ _ _ ---- --- , --- - - ___- ---- --- -- - -- --- -i _ - I ----- �� ---------- --� -i- _ ' i ; - - i � - ; , �� ; ---------- -- --------- ----- ---- _� -- -;-------- ----- � � � � --- -- -----.- � ' E>.•:�v;at;�m r,�t� = 3 • o minuc�:pe;in�h. I / DATE � TIME CITY OF ORONO � CALLED IN ' INSPECTION NOTICE SCHEDULED � ,f� PERMIT N0. �S(� � COMPLET �� ADDRESS - - OWNER CONTR. 1 + TELEPHONE NO. � DESCRIPTION �II� � 01 FOOTIN(i 11 MECHANICAL RI 18 IXCAV/GRADING/FIWNO �Q 02 FRAMING 13 MECHANICAL FINAL 19 LAi�SHORE1WETlANDS Q 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UO 06 PROGRESS F` 07 DEMQ-SITE 27 SEPTIC MAINT. 21 COMPLAINT v W 07 DEMO—FINAL SEPTIC INST 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINQ FINAL 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: ; y `� �I � a � � J � O � i/ // � O � W � Q � Z W � W � �a � �WORK SATISFACTORY:PROCEED � PROJECT COMPLETE W W C CORRECT WORK&PROCEED �_ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN, HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN - ❑STOP ORDER POSTED.CALL WSPECTOR ^CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance.473-7357 OwnedContractor Inspector. White Copyllnspector's File Ca�ary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � �_ PERMIT NO. �0�67 COMPLETED ADDRESS OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTINO 11 MECHANICALRI 18IXCAV/GRADINQ/FIWN(3 � 02 FRAMIN(i 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNERIFIREPLACE 34 TREE REMOVAL Z p4 yyqLL gp, 12 WATER HOOK-UP 17 SITE INSPECTION e p5 FINAL 14 SEWER HOOK-UO O6 PROGRESS � � 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT W 07 DEMO—FINAL INS . 22 FOLLOW-UP = 09 PLUMBIN(3 RI 23 SEPTiC FINAL 35 HARD COVER REMOVAL � 10 PLUMBINO FINAL , ` 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU• ��YES NO � COMMENTS: — a �X � J O � � O � W � Q � Z W � W � � � d WORK SATISFACTORY:PROCEED �' PROJECT COMPLETE W � L CORRECT WOflK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPOiiARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR �=� CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContractor o i Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO �� CALLED IN �r- INSPECTION NOTICE ./f SCHEDULED � !�ii�_ PERMIT NO. �✓�� ' COMPLETED ADDRESS 3�a0 OWNER CONTR. !�� TELEPHONE NO. � DESCRIPTION �� Ot FOOTINO 11 MECHANICAL RI 18 IXCAV/(iRADINO/FIWNO y 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS � 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z pq yy/�y.gp, 12 WATER NOOK-UP 17 SITE INSPECTION � 05 FINAL 14 SEWER HOOK-UO O6 PROGHESS 2 �` 07 DEMO—SITE 27 SE 21 COMPLAINT v W 07 DEM�-FINAL P71C INST . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FI 35 HARD COVER REMOVAL � 10 PLUMBINO FINAL `� 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO ME YOU: YES NO � COMMENTS: � O�� W — �ii / /� a j � / O a � O � W � Q � Z W � W � � � d�ORK SATISFACTORY:PROCEED - PROJECT COMPLETE ��C CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. r pHOTOTAKEN INSPECTOR WILL REfURN ❑STOPORDER POSTED.CALL INSPECTOR ^CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next in cYon 24 hours in advance.473-7357 OwnerlContractor o . Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN =y�� INSPECTION NOTICE SCHEDULED ;/'S PERMIT NO. COMPLETED � �� ADDRESS + OWNER CONTR. TELEPHONE NO.L.G1✓e'�U�l�'�U�I �R�4�i/� � DESCRIPTION � 01 FOOTIN(3 11 MECHANICALRI 18IXCAV/GRADINCi/FIWNO y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z pq Wq�,�Bp. 72 WATER HOOK-UP 17 SITE INSPECT�ON � p5 FlNq� 14 SEWER HOOK-UO O6 PROGRESS _ ~ 07 DEMO—SITE 27 SEPTiC MAINT. 21 COMPLAINT J Q 07 DEMO—FINAL 15 SE INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI SEPTIC FI / 35 HARD COVER REMOVAL � 10 PLUMBIN , / 36 FOUNDATION REMOV� Q OWNEii/ NTRACT TO MEET YOU: ��YES NO � � Z — � ��f� 1�.i�'-�, ` � COMM . — � , � � �,� � �r�'�i � ' �y. a �► 1 o ,� �, 6 p — �r�- � � �� _ .. � 7 o � q � _ � / �r �i� �� C� � � / W I�� W � � // d C WORK SATISFACTORY:PROCEED �PROJECT COMPLETE W � ❑CORRECT WORK�PROCEED �: ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. r pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR '=� CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor Inspector. � White Copyllnspector's File Canary Copy/Site Notice