The URL can be used to link to this page

Home My WebLink About2000-P02807 - new septic ,� PERMIT C T �� OF ORONO 2�0 Kelley Parkway - PO Box 66 Permit Number: Po2so� Crystal Bay, Minnesota 55323 Permit Type: sept�� (612) 249-4600 Date Issued: siis�2oo SITE ADDRESS: 175 Crystal Creek Rd LONG LAKE, MN 55356 P ID: 33-118-23-33-0006 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: PATNODE BROS OWNER: Jl'LAND DEVELOPMENT INC 23200 109TH AVE 38 ADDRESS PENDING ROGERS, MN 55374 MN 00000 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCF,WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. �� ? ��4.- `�-�n�C.�L. �� „ APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: City,Applicant,Assessor,Finance Page 1 �, ��g�� 9�:� .. �� RC `;�'SEPTIC SYSTEI�I PERI`�IIT APPLICATION � CITY OF ORONO � � � :��.. Box 66 (2750 Kelley Parkway) . ��u Crystal Bay, I1�I�Y 5�323 ,� JOB SITE ADDRESS: / 7 S n v�;�l c ��'�' �% Occupancti• Type: Residential _(� Commercial Other Permit T�•pe: IV'etiv or Replacement Sy'stem, �100.00 G--�� Repair Existing System, $ �0.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees , *See fee schedule for non-residential permit fees Owner's I�'ame: �i l.j C l-la�r� s PhoneNumber: ��f — ��{�Z� I�Iailing Address: City: �P� Contract�r's I�'ame: �ti�,��.�_ ,/ o Piionei\Tumber: �2�`-739� Nlailing Address: Z32c�c� (U�' ��i�i'-' City: J��exS' �� S`�� DO tiTOT tiIA.II� PAI'�'IENT ��ITH THIS APPLICATIOti' GE\'�ERA-L I�TSTRUCTIO\TS 1, Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permics will not be mailed out. The permit must be picked up in person at the Ciry Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contrac[ors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system desi;n. Desijn reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the Ciry Inspector. 4, The follow�in� 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 coverin�. C. Drainfield trench installation prior to coverin�. For mounds, inspection is required after rouQh-up buc prior to sand placemenc (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipin� installation in the rock bed. D. Fi.nal inspection to verify proper final cover depchs and to verify that all pump station (where required) components are functional and comply with codes. 5, Individual bolding MPCA Installer Certificate shall be present durin� inspections: A 2`�- hour notice is required for all inspections. � � NOTE: Applicant must initial all spaces. Fill in all apgropriate 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 install�in�a e followin�: A. Tanks: �/Precast Concrete Other Manufacturer � � �S Tank Capacities: 1) �d gaI. 2) �ood �al. 3)loop ga1. B• Pump Station (if required) Pump make & model `,.a�� -- �,�� S"' (attach pump curve & literature); system desi�n requires �� gpm at ; Z. fee[ of head. Hi�h water alarm make & model �� S� .,,�,,,�;,✓�.� Outside • � electrical work to be completed by installer _�electrician other Inside electrical work must be completed by electrician. C. Treatment System: ' / Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions f(� 'x�' Drop Boxes Sand bed d'unensions ��'x$�' Distribution Box Pressure Dist. Pipe Diam. C� S' Maniford Pipe Diam. ` �v " D. Final Cover/Topsoil to be: �borrowed from site , /(show location on site plan) v trucked in The undersi�ned hereby applies to the City of Orono for issuance of a sep[ic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and cenifies that all statements made on this application are complete, true and correct. Si�natureofApplicant: � Date: � 2c�� _� MPCA Certification I�To.: �� Staff Review: Approval Denial � Reti-iewer: � Date: � ��J—Cr0 Reason for Denial: �— . - 1 0.�,. � 0 0 C ITY of ORONU ,� , f.�.:. ,� `�`,, t � . Er ;;' �0�� Municipal Offices i ti , ; � �`y . �. �, � t ' ' ��.� SVeet Address: � Mailing Address: `4�fEgKO�'- 2150 Kelley Pa�kway �� P.O. Box 66 =-_� O r o n o, M N 5 5 3 5 6 Q�� C ry s t a l B a y, M N 5 5 3 2 3-0 0 6 6 Owner RVC �o,nEs C��cic.� Phone (Home) (Work)3z8-/��. ! Address �75 Ci�/5�� C✓�P k !�. City Cot2q Cstkc State h4�1 Zip SS356 Site Evaluator S-�TipS-�I►n State License # 3 qy Phone# �f97-.�566 Type of Establishment: Single Family ]C Multi Family Commercial /Jo Garbage Disposal Yes No No. Potential Bedrooms � Est. Gallons Per Day (9 5('� Water Meter Required: Yes No�C Soil Sizing Factor , 3 . 5 Z Perc Rates P-1 z�� P-2 Z•5 P-3� P-4 g_$ P-5 y�� P-6� -7 Restricting Layer Depth B-11(� B-2 Zp"" B-3 Zp" B-4�' B-5 0" B-6�6 " Type of Treatment System: Standard k Experimental Alternative Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/ Lift Pressurized Bed System Holdinb Tank W/Alarm Septic Tank Size /Opp # of Tanl:s � Lift Tank Size /O OC) Pump Brand GPM �-(O I�ead !2' Treatment System: Minimum !0'x SS' �Y3x q'q. Square Feet with�_ inches of rock belo�v pipe Type of covering abric�_ Other � THIS IS NOT A PERMIT. This is a design approval form �vhich 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(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 DEMED By the City of Orono subject to existing regulations and the following conditions: By: ' l�� G-zz-oo 11�iS SYSTEM tS DESiGNED FOR Chris Pence, On-Site Systems Manager �BEOROOMS. ANY tNCREASE tN Nt1MBER OF 8EDR001�S tNVAUOAIES TNIS DESJGN. Telephone(612)249-46W • Fax(612)249-4616 - �� :J� i � � ►�-� �� 7�9 ,�� .' '"�. 95� KATYDI� LA�E ST. MICHAEL, MN 5��"_:76 . 497-3566 Steven �. Schirm�rs � September 27 , 1989 Allan Carlson � Lot 5 , Block 1 Crystal Creek Orono, Henn. Co. , 'MN This system is Designed for a Type 1, four bedroom home and in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this , site are typical of SCS soils mapped - LrB - Lester loam. A seasonally high water table was located at 16" , 18" , 20" , 26" & 30" , !mottled soil ) . Due to the seasonally high water table , . a pressurized mound system will need to be installed. The bottom of the rock bed must �be, located at least 3 ' above the seasonally high water table . The soils at a depth of 18" have a percolation rate averaging 4 . 2 min/inch and are adequate for treating septic effluent. A pumping chamber will need to be installed to lift the effluent to the treatment area. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and swi�ches 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 . (Mercury floats are a good method) . Al1 neighboring wells are located more than 100 ' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible . The treatment area should be marked off before construction. � � CONT ' D Soil and Percolatio�e Tests Septic System DesigR , �5�4.0 �—� �% � A ,��1 ` �� \ �� n�,j �� 'J ��6 � � � /` t`-r'14.X �>C4ra}1St0�4 I I j �� w �� / 9�0.^� � � � rr � �\ �/ / � \tv�y�3 � , � .� �� ,�_ / O � � 4�1 \ � � Gl�i O � � � '� ��-�_ � � � fi9�o.S a} o a � �. � ��'� � � Y (� �/ . .,,�/9�3.7 �I I Q 4 �► � '{ � � � ' �– h'� 1 / a � ' w � � �3, , � .,��-��-�o. � �\ / ' � a� �� a ,, . �� ;- � % � ��l�a� � � / �, �eQe�s�ts �� ,' 1=�� 1� T o� a� �c.. I � . No.�s,_- ,,,��. �51-� �o� A5 ��F�� / ( `,,� --� �C'�� 4 A�'--t'�R Co � � t `� � � - � �+ � �s, �` �, J ,=i � F \ r , � 7 � � ` �p �oPoS��G_ �' � � � '�'� , ��\s`f '1"+�r-�`FS Q`^ � �. ,.� . �� i � J � � ! �' � �1f9�4.�j • � ' � ,= �� ___ _ ,. ,�,, �s .� �y �� _ � , �� - �� -s�t-, �5- - i , .� � � , � � , �-- � �, i�� ° � � „ , � �C ,�- °�''�� a� ► �,� 'P�o4os-� � i � � 3�' � ��L'P�-1 Y�4�N U � i �` � � � ►� tH-Avn'8'�'�- %� +C � / � �� //��I �\ �I)) � \\ i ,p,w,�d ` � +q,N c� _ �'�e�ST� �_ �� , � � � � � 'fP'�tFKYn'EN'S __ -. � �� /'�" � �� A S ��Gt� a�(-52 �� . .\ � � �� 7J� � � �. � S� �� ♦ �J�s�p I1-tg�c.o �S " �� P�tOPERTY CF: L��{��4� L�� r:� B Percolotion Tests Scole� � = S° d,,5oil Borings �'�5 �`'°�'��-' �BencF: Mork ��},p j,., � ��..i� , �� . "�"�,W� 5�1 l�-� 1 i'� 1'-1�y i A. A SN �1"R�'� C�- 9�`�.So Note� This system is io be constructed to meet the M�nnesoio Poilution Control Agency S-P TEST/NC'i / Chapter 7080 & Local Ordinance ��9�d By: �� 7�• �L��_ , Note : Check all underground utilities po�o io%/�i, �ri. 6i2-497-3566 � - �� ' - � ( �-----_ _ - --- ; � �' --- 4 . I- S J-- -- - � ! r7 � I o 'x SS� K-oc.�-�E v--� � II Tr - -. . .- - - � f J � — �.'- - - I / ' �, __ � L--- - ____-- -_�-� -- • � 5 , � �,_•�. � 1 � � , � � v __ . ,�� -�, �F- <�._, � � � P�A�1� �/\'��/ r-to-�-To S�R��- 3,S i �.�_` �r;y.S �-1.� . . / ---=�--�!'7.�,0 � I - -- ---- ' _-- -- � >o i y- - -__ _ __ -----'- __ I � 'O� � a,7 ' _ _ � ScT- BACKS �--� _ L I _ _- - ;�_ � � i ------ I ! � j HOUSE . S;s+em m:.,st be� � � . ; • . Tank a�� from p�ererty Il:,es -_X.--��.�_�51��____�?�l�_`�:'11�� _�,-�;�,`�S�__ - ; �. i��_L -:�`AS�vvt 1 - �S� fr�;r�� •r,eiis av frOm b'v�5. , wf-«q��I� �' ,••- ' ' � I�y1. � . . . i' �� . Tre�'men± qrea = fr�n 'okes , _�S �-r»�r��s Treotmcnt e�ea zQ from �ropc�ty ;�res !�'UTC� Pc�ver supp!y ond swrtches rrk�st be locn'ed in a _��` , � �,.�o�her proof enc�c,��ure outs�de the pumr�^g c!�rT�1xr �nd manhoie i"`t/��iyOLGS vnAx.�"-1�' 7� f�r.7-} V�2'!S � . cy�rF,��_ ao �rom �:�.s. , �- - �� -�.�__` 1Q f�cm ��eesj' ___�___ -� �JIL �j�:;�(;^:G EI.EVA"1."1pNS ; �+. - - �`` �j_--- � . i L /� -� � i(�� -__-_-- _-_---� �i ��'�.�1�-__-, o�-r - ----a a m i n.---- ----1 -,--- �- 1i - -��- ___�� ------ - �-- ---� '�H�I E l_.-��_l..°► -ru�'�� -g��,.� I � ----_-_ -_-.-__�, . ,... . � , � 3_��o sua�v�_Pe__ -_ __-- YH '2.��, -g1,z,►� - . , � Tan'R i � --- -_= grede �% „ ?ank � '„I TH. 3�.`.-��i.,l p�op �o T��,k t PR�SSURE G S TR!EiUTION iV10UND SYSTEM T., �, � I , r�" l..-�� ! �!, - r ` L�_� �--=---� TN"5 E L.-��_!� � tJ�in. I��10 8� �-Purrpng I �t'ox.l��to4� � ��=P �'��.�5 ��1-�a,Lt_c�caJ _ Chom�er ELR�ATiON ul F'GO?�SED PUN{FING C,-��BER-g�sd e,�w,� 9��.o ' . 4�to 6��dio. p;pe �,¢,� S'i STEM DESIGN -MOUND � - - — � � 7YPE-.�, '� BEDROOM , Averoge percolation rate 4�.min./inch (design.83sq.�t treaimen! orea perqol, ofdaily sewage �'ctiv) ! ��gai./dcy x.83sq.fl./gal.�`6 sq.ft. of treatment area +10% =_�y2 sq.ft. (.:- IOft,width=��ft.!ength of bed �� o +side s!ope run�to I x�.2 height= __��_ •`f,x`�_`�_f i,lawn•erec neede�) � � Clean rock needed-5�2_sq.ft.treatment a�ea x 1•.=�depth r�rock��cu.ft=27=�Lcu.yds.(3!4�to?_I/��dia. ,inc�uCes 2�of rock obove pipe) ' Cleon sond fill beiow rock needed a�_�_cu. �s. o� rox. sonc+� loom bock fi!I �•S a�. �ds.o YOX. tn l:J!I 6�� '?�_:��. d. A_v�-, .;��_ --��=��a_ 1• �. LL Y i'P � -� � PF � �- ' � `�-y . �i�� .o; -� •�' �,�'�� --t6-1- -- �� -1"�.:C\..\. lC-.�� "�C� �c� O "T�bE'SG1L r��- �-��`u�1_. SL��E��:- "�iQ.=u-(r`. N�.;rr�berof lerks requirEd a ___, Ist 'ankLo�gol. , 2ndtonk voO9ol.m;n+rrr,ins P�_L�s tl��.,��i , �_-�� -a��,��-v- . - , Pumping cho�nber c�pocfty- 25% of doi!y sewage f�C'N of�o gol.= t SO gol.+reserve sloroge of 15 0<`�1/F F�_�2Q,��L +pipe bock �roinage- ��`��sE-`� 't-a•�-q v , " „ PROPER7Y CF� ��_�ST/}L_L�___�_� o` _l�__��".l�O�lin.ft.of_:�.� �io. s;.,pplY Pipe, lin.if.needed_�_o, __`�___�3c�'.+ men�foid �gal./I�linf�c�f—2 dio.pipe, ln.ft.needed� , a gol. Lo� ---5--+t3��.__ ---- total capocity needed_��'�__,�I.(pius oreo forpump) u�,F_ ��,•.,-,, L000 �a,t.��,�o� ��-o�o M1-� • _ H�7-�1, - �-� _ Distr,bu'ion p:pe �L��dia. , 1�_lin.ft. , ��_�dia, perforu. �ns��apart � - Pump sze �1z.r,P. (Pumpoble copoc;ty 1�'I._gai. 4 cycles/day) _ �_� � �-a� u-�_ ��-�`��. � �u A��_�i: � .��_ i_�-t__— - -- ---- �--� `-�o �L, ,-,-, .yl - , S-P TEST/.NG /�� No�e � When coRstn,ciinq bed -- � ihis oreo shoub be shoped Noie� D�stonce L•om treo!ment oreo to ne�gh��ng v.elis- ' Ces� ned 9 63• �"`�='- , lo divert run-off from entering treo�meM orea. L>��-aT�_ "�-'c� �—` �°°' — i � y' - , �a+.c 'L�/�/� , PH. 6�2-497-3566 � � � MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. �.�w Escimued Sewa6e Flow ia Galla�s pc Day(gpQ) - Estimated �n�_gpd or measured - x 1.5 = - gpd. s�� `I �`�► rya li� ry�rv 2 30o zas i so � 3 450 300 218 °r B. SEP'ITC TANK LIQUID VOLUMES 4 �o0 3�s u� .� S 750 450 244 � a -/ L�0 O g�0I1S 6 900 525 332 '^° 7 IQSO 600 370 �� 8 12D0 675 408 C. SOILS (refer to site evaluation) N,�� 1. Depth to restricting layer = ►��'-r� 3�� inches & °� �,�` �,w 2. Depth of percolation tests = ia''-�� '' inches `'�'"' `''�"' 3. Percolation rate y - a mpi Z3 a'� ,'o�oo ;•,s o 4. Land slope � % �a a � s�0000 we 9 See fis.C-6 (x 1S) D. ROCK LAYER DIlv�TSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = �oo . gpd x 0.83 sq. ft./gpd = �,�ts sq. ft.+,o�o sy�"� 2. Select width of rock layer (10 feet or less) _ �o ft. 3. Length of rock layer = area y width = Rock Bed �� sq. ft. i �ft. = ss ft. ,.,.�.,.�.�.�...'*'*'^^.^.^*;.,.�.,., f•t•t•1•1•f•I•t•I•I•t•l•�•t•1•1• y•'\•ti.1•1•ti•'�•ti•ti•t•ti•ti•ti•ti•ti.�.1 {fti:�:�:ti:tirtifti:��tif�rtirtirti�r�f{ idth <_10 ft. �':�:�fti%�:tirti�ti�tirtirti={�ftif�f�f� .f.f.f.r.r.r.r.f.f.r.r.f.�.r.f.f. E. ROCK VOLUME ~- �'�'g�' -�' 1. Multiply rock area by rock depth to get cubic feet of rock; s�� sq.ft. x 1.vSft. = 5�y cu. ft. 2. Divide cu. ft.by 27 cu. ft:/cu. yd. to get cubic yards; s�" �.ft. y 2�_��.�u. ya. 3. Multiply cutiic yards by 1.4 to get weight of rock in tons; aL cu. yd. x 1.4 ton/cu. yd. _�� tons. F. ADSORPTTON WIDTH `-L A`� `-'0'�'"� �a,w�aw s�, Lbk 1. Percolation rate in top 12 inches of soil is �+.-z- mpi PeecoLeonRaee G°�- R�°' M�m�;,,�, Soil Texture �„�, �,°ed i.e .�a, 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.2o i.00 0.1 to 5 Sand 1.20 1.00 �'-�S gpd/ft� 0.1 to 5 Fne Sand" 0.60 2.00 6 to 15 ndy L,oam 0.79 1�2 3. Calculate adso hon width ratio b dividin rock la er 16 to�o t,oam o.bo 2.00 I'� }' g }' 31 to 45 Silt Loam OSO 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo cta Lo�, o.as 2.6� 1.20�d/ft2i � d/ft�= a•lo Slowerthan 120 Clay 024 5_00 �� Z-• "Soil having SQ9L or maee d Fine or vey Cux xnd 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; �.�2 x�ft = ab. ft G. DOWNSLOPE I��WIDTH 1. If landslope is�6 �aiore, subtract rock layer width from adsorption width to obtain rninimum downslope dike toe �L•� ft-�_ft =_1�,_feet 2. Calculate Minimum mound size�baseci on geometery: a. Deternune depth of clean sand fill at upslope edge of rock layer: Separation /•� feet b. Multiply rock layer width by landslope ' '°°` c°�•� to deternune drop in elevation; � root Ro so Slope DiffeJ'CttCe ssperet�on 't��t �e X (o %y 100 = •:�- feet S�o�e o�trerence _•4-_ e� UDsIoDe WIGt� c. Add de th of dean sand for se aration (2a) ��-teet P P Rock eea wic�n at upslope edge, depth of rock layer (1 foot) to depth of �1Z feet DownsloDe WIGtn cover (1 foot) to find the mound height at the upslope edge � �eet of rock layer; 1.�' ft + lft + lft= 3.5' feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3.�� e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3..; x 3.�� _� feet f. Add depth of clean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (2c) to find the downslope height; 3•S ft+ _�ft = �1-I feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of S.a � h. Multiply dike multiplier by downslope mound height to get downslope dike width: 5��. x 4. I = a,a feeE i. Compare the values of step G.1 and Step G2h Select the greater of the two values as the downslope dike width; �.� � �� eet ;uosiooe N,a�n j. Total mound width is the sum of � �•�� 1 upslope dike (G.2e) width plus rock � ;. j ROCK�� WIOtl1 %��_ f��t layer width (D.Z> �J�LIS " UDSIODe WI�I� UDSlopa W�a�� downslope dike width(G.Gl�� 3 --�-�- teet ��/eet � � ft+_�ft + _�ft = �� 3 feet � ' k. Total mound length is the sum of °°zs-z°°°"'°`" ' raet upslope dike width (G.2e) plus rock layer length (D.3)plus upslope dike width (G.2e); 11 ft+ �ft + l�ft = �Zfeet �a -�- s.r a- �Z 7 g 5� rote�Lenptn own ope ps ope 3:1 l•1 5:1 &1 7:1 3:1 4:1 5:1 61 7:1 8:1 9G alope 0 3.0 l0 5.0 6.0 7.0 3.0 4.0 5.0 GO 7.0 8.0 1 3.09 t17 526 6.38 753 291 3.8.i 4.76 5.66 6.5� 7.41 2 319 l.35 556 6.ffi 8.16 2.83 370 456 536 S14 6.40 3 330 451 5.88 7.32 8.86 2T 357 4.35 5.08 5.:9 6A5 4 3A1 l76 6.75 7.89 9.T1 26B 3.i5 �.17 6.8� 5.16 6.Q6 5 353 5.00 667 8S7 10.77 261 3.33 4.00 4.62 5.19 5.71 6 3.66 S1b 7.1� 938 1207 256 3.Zi 3.85 l�l 6.93 S.tl 7 3�0 556 7.69 1034 13.93 2d8 3.t2 3.70 a23 6.70 5.13 8 3.95 SB8 833 1156 15.91 242 3.Q3 357 t.05 4.49 6.88 9 l.11 6.?5 9.09 13.Od 18.92 236 294 3.45 3.90 d.30 4b5 10 �19 6.67 l0A 15.00 2333 231 286 333 3.75 4.12 4.6d 11 4A8 7.14 11.11 17.65 30.17 2.2b 278 323 3.61 3.95 6?b 72 l.69 7.69 1250 21.43 d3.75 Z21 270 3.12 3.49 3.80 4.08 F-17 -�� F ' PLJMP SELF,�ON p�ZOCEDURE f10 PERfOitAT10N CF 4 PERfORATEp LdTERAL A. Determine pump capacity: �...�.., Gravity Distribution T.,,�, 1. Minimum suggested is 600 gallons per hour(l0 gpm) to stay ahead of - M w��w �,K�d,�„ �'wq s..�.�er. �:�ie...�ro,. �,..�.....a water use rate. ,..,...,,�,.,, 2. Maximum suggested for delivery to a drop box of a home system is 2,700 ., . %-��^a�� ,��^��", .,�� ,..e, ,00 gallons per hour(45 gpm)ro prevent build-up of pressure in drop box. , ,,;,,,„ -., ,.,., ,Z•„ ,,,, H ol Ra�Lq« � PY1v'�Ilrv Vt�IM a� Pressure D'utibution c�..�s.,.�.,. ��'�^" ��•^� 3. a. Select number of perforated laterals � o.+..�s.0 .,...,., s�,iw b. Select perfontion spadng=�_feet �,,,,,.,.,��,,,�,,,, c. Subtract 2 ft from the rock layer length. ��-2 ft. _��feet d. Det�rrrune the number of spaces between perforations. Length perf.spacing=,�f t. +�ft._� spaces tt�q„i�d Perforaeon Disch e e. ,�spaces+ 1 =_1�perforations/lateral u,g�llons per a,i„��e(gp� f. Multiply perforabons per lateral by number of laterals to D��'Be , �a , get rotal number of perforations. W�� x p!� �Q,,_�perforations. H�d �� ' `�'�°"' g• � X�_�$Pm. 1.Oa 0.56 0.74 SELECI"ED PUMP CAPACITY �� gpm 2.�b Q.gQ 1.04 B. Determine head requirements: a. Use for single family homes 1. Elevation difference between pump and point of discharge. b. Use for all other applications �� feet � 2. If pumping to a pressure distribudon system, five feet for pressure required at manifold if gravity s stem,zero. � feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Pipe La,gch Read friction loss in feet per 100 feet from table. � Poin�of Dischugc F.i.. _�_ft./100 ft of pipe �i�; b. Determine total pipe length from pump to discharge F_Icvadon Difference� poinL Add 25 percent to pipe length for fitting � loss,or use a fitting loss chart. Equivalent pipe p ��°' length- 1.25 times pipe length= F-18b 3� x 1.25 =�_f ee t c. Calcul.ate total friction loss b multi 1 n 1.5 inch 2.0 inch 3.0 incn Y P N g �n Ftiaim lm pa 100 ft o(pipe friction loss in h/100 h by equivalent pipe length. � 10 0.69 0.20 Total friceon loss= �-b� x 3 tS +100=�_feet 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total fricdon loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 _�+ � +�_ 7S 3.7 3 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 TOTAL HEAD �_feet 45 1a.73 3.28 O.a8 50 3.99 0.58 55 4.76 0.70 C. Pump selection 6o s.bo o.sz � 1. A pump must be selected to deliver at least ._ �_gpm (Step A) with at least �^ feet of total head (Step B). L-13 , •, CE��TIFICATION # 00627 Loqs of Soil Borinqs Location or Project Allan Carlson, Lot 5 , Block l �rystal Creek; Orono Borings made by �-p Testinq, Inc . Steve Schirmers Date 9-12-89 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in . feet Surface elevation 9.�1�• 9 feet Surface elevation 972 • 1 0 - 0 - Topsoil dark gray Topsoil brown sandy loam loam 0 - 10" 1 - 1 - 0 - 1 ' 4"-MOTTLING Dark gray loam Rusty dark gray. loam 10" - 1 ' 8"-MOTTLING 2 _ 1 � 4�� _ 2 � 2 - Rusty dark gray Rusty dark gray clay loam 2 ' - 2-1/2 ' loam 1 � 8�� _ 2 � 8�� 3 - 3 - Rusty dark gray Gray loam clay loam 2 ' 8" - 3 ' 10" � 4 _ 2-1/2 ' - 4 ' 4 - Gray sandy loam Rusty gray loam 3 ' 10" - 4 ' 10" 5 - 5 - Rusty gray loam 6 - �. 4 ' - 6 ' 6 _ 4 ' 10" - 6 ' 7 - 7 - 8 - , 8 - End of borinq at � 6 � feet. Fnd of boring at 6 � feet. Standing wat��r table : Standing water table : present at_ feet of depth, present at feet of depth, hcurs •after boring. hours after boring . Not present in hole X Not present in hole X Mottled soil : Mottled soil : Observed at 1 � 4�� ' � Observed at 1 � 8�� feet of depth. - f�et of �depth. Not present in hole Not present in hole Comments : � Comments : L-13 , ' �C�RTIFICATION # 00627 Loqs of Soil Borinqs Location or Project Allan Carlson, Lot 5 , Block 1 �rystal Creek Orono Borings made by �-p Testinq, Inc . Steve Schirmers Date 9-12-89 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 in � 971. 1� ln 970 . 9 feet Surface elevation - feet Surface elevation 0 - 0 - Topsoil brown sandy loam 0 = 10" Topsoil dark brown loam 1 Dark 'gray loam 1 10" - 1 ' 8"-MOTTLING 0 - 1-1/ 2 ' -MOTTLING 2 _ Rusty 1 , 8.,, _ 2 , darl�o�may 2 _ Rusty dark gray clay loam Rusty d�ark gray 1-1/ 2 ' - 2-1/ 2 ' 3 _ clay loam 3 _ 2 ' - 3 ' 8" 4 _ Rusty gray loam 4 _ Rusty gray loam 3 ' 8" - 4-1�/2 ' Gray silty lo'am 4-1/2 ' - 5 ' 5 Rusty gray l�oam 5 5 ' - 5-1/2�' 6 - �_ HIT ROCK , 6 - 2-1/2 ' - 6 ' 7 - ' 7 - 8 - 8 - �nd of boring at 5-1/2 " feet. End of boring at 6 � fe�t . Standing water table : Standing water table : present at feet of depth, present at feet of depth , hours �after boring. hours after boring . Not present in hole X � Not present in hole X Mottled soil : Mottled soil : Observed at 1�;8�� ' � ' Observed at 1-1�2 � feet of depth. —:�=--�.�e:t. of depth, .. Not present in hole Not present in hole Comments : . , Comments : L-13 . CEP.TIFICATION # 00627 Logs of Soil Borings � Location or Project Allan Carlson, Lot 5 , Block l�rystal Cr.eek Orono Borings made by S-P Testinq, Inc . Steve Schirmers Date 9-12-89 Ciassifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 972• 6 feet Surface elevation 971 . 5 0 - 0 - Topsoil dark brown 0 - 10" loam Topsoil dark gray 1 - Dark gray brown loam 1 - loam 10" - 1 ' 4" Gray brown sandy 0 _ 2 , 2 - loam 2 - 1 ' 4" - 2 ' 4" MOTTLI G2�� 2 ' - 2 � 4�� Veryloamk gray 2-1/2 ' - OTTLING 2 � 4�� - 2 ' 8" Ura Io m 3 - Very dark gray clay loam 3 _ Very dark gray 2 ' 8" - 3 ' 4" clay loam Dark gray clay loam 2 � 4" - 3 ' 10" � 4 - 3.� 4�� _ 4 � 2�� 4 - �Gray loam 3 ' 10" - 4 ' 10" Rusty gray brown Gray sandy lcoam 5 - loam 5 - 4 ' 10" - 5-1/2 ' Rusty gray sandy silty 6 _ 4 ' 2" - 6 ' 6 _ 5-1/2 ' - 6 ' loam 7 - 7 - 8 - 8 - End of boring at 6 ' � feet. End of boring at 6 ' feet. Standing water table : Standing water table : present at feet of depth, present at feet of depth, hours •after boring. hours after boring . Not present in hole X Not present in hole X Mottled soil : ' Mottled soil : Observed at 2-1�2��et of depth. Observed at 2 � 2�� feet of depth. Not present in hole Not present in hole Comrnents : Comments : CERT. #00627 . PERCOLA�TION TEST DATA SHEET S-P Testing, Inc . 9-13-89 10 : 57 �a �' � Percolation test readings made by on starting ac Lot5 ,B1k. l�rys�al Creek. Orono 1 '�""' 9-12-89 Test hole locatio� . , Hole number , Date hole was prepared 18 6 Dcpth of hole bot[om inches, Diameter of holc inches Soil daca from test ho;e: Depth, inchcs Suil texturc 0 - 16" Topsoil dark ��r.ay loam 16" - 18" Rusty dark gray loam Methud of scratching sidewal� Krilfe Depth of gr�vel in bottom of hole 2 inches • 9-12-89 3 : OOpm 12 llate and hour of initial water fillin,g , Depth of initial water Cilling inches abuve holc botwm ;vlethod used to maintain at least 12 inches of wa[er depth in hole for a[least 4 hours__ Automat ic s lphon , Maximum water depth above hole bottom during tese 6 inches � Time � ; Percolation � Time �, interval, Measurement, Drop in water I rate, � Rcmarks � minutes inches , Icvel, inches '; minutes per � inch 10 : 25 � prefill 6 � 10 : 57 11 : 07 " ' 4-1/16 2 . 5 ' 10 min 11 : 28 i 11 : 38 " 3-7/8 i 2. 6 " " 11 : 35 11 : 45 " � 3-1/2 �I 2• 9 " " 12 : 06 ' 12 : 16 " 3-3/ 8 3 . 0 �i " " I r ! I I i � � I � j li I � ' i I I Percolation rate = 2' 8 minutes per inch. CERT. #00627 . PERCOLATION TEST DATA SHEET ' S-P Testing, Inc. 9-13-89 10 : 58 a:m. � Percolation test readings made by o� starcing ar p.m. Lot5 ,Blk. l ,Crystal Creek Ororio 2 �JJ," 9-12-89 Test hole localio� , Hole number , llate hole was prepara� 18 6 Depth of hole bottom inches,Diameter of hole inches Soi;data from test hole: � llepth, inches Soil texture 0 - 10" Topsoil brown sandy loam 10" - 18" Dark gray loam �?ethod of scratching sidewall Knife - Dep!h of gravel in bottom of hole 2 inches � 9-12-89 3 : OOpm 12 Date and hour of initial water filling ,Depth of initial water`illing inches above hole botrom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat ic s iphon ,Maximum water depth above hoie ':o;tom during tes� 6 inches Tirne ' ! Percolation Time � interval, Measurement, � Drop in water � rste, �� Rcmarks �� n�inu[es inches i (evel, inches minutes per I ' I inch 10 : 25 prefill I 6 I j � � � 10 : 58 I 11 : 08 � " �! 4-7/16 � 2• 3 �I 10 min 11 : 27 11 : 37 I " 4-3/16 j 2 . 4 j " " 11 : 36 11 : 46 �i " I 4 2. 5 " " 12 : 07 12 : 17 " 3-7/8 2 . 6 '' " " I � r � , �i � � I i " � i � ; I � � i I I j i Percolation rate = 2 • 5 �ninutes per inch. • ' , �' CERT. #0062� . PERCOLATION TEST DATA SHEET S-P Testinq, Inc . 9-13-89 s.m Pcrcolation test readings made by o� staRin��at 10 : 5 9 ��.,,r, Test hole locationLot 5,B 1 k. 1 , �rys ta 1 Creek�P nu�mber 3 , Date hole was re ireci 9-12—8 9 P P� Depth of hole bottom 18 inches, Diameter of hole 6 inches Soil data from test hole: Dcpth, inches � Suil t�xture 0 - 10" Topsoil brown sandy laam 10" - 18" Dark gray loam Method of scratching sidewall Knlf e 2 Depth of gravel in botrom of hole inches Uate and hour of initial water filling 9-12—8 9 ,�eptFi bT initial water f illin�� 12 inches�bove holc bottum Methocl used to maintain at least 12 inches of water depth in hole for at least 4 hours AutOmatic siphon 6 � - , Maximum water depth abovc hole bottom during tes� inche� ' Time I �I Percola[ion � � Time interval, Measurement, I Drop in water � rate, ' R�marks � minutes � � inches level, inches � minutes per ', ' � inrh ' i 10 : 25 prefill ' 6 � � 10 : 59 11: 09 " ' 4-1/8 j 2 . 4 10 min 11 : 26 11: 36 " � 4-1/4 I 2. 4 � " " 11 : 37 11 : 47 , " � 4-3/16 ' 2. 4 " " 12 : 08 i 12 : 18 " I�, 4-1/8 2 . 4 j " " ! � � i I � i � i ' I + I i I i I a � i I , f � � ; , ; ,� � , , ., ,I I .. Percofation rate = 2 ' 4 minutes per inch. CERT. #00627 . PERCOLATION TEST DATA SHEET S-P Testing, Inc . 9-13-89 11 : 00 �' "' Percolation test readings made by on starting ae p.m. Lot5 ,Blk. l, Crystal Creek 4 1d�"' 9-12-89 Test hole location , Hole number , Date hole was prepared 18 , 6 Dcpth of hole bottom �nches,Diameter of hole inches Soil data from test hole: ' Depth, inches Soil texture 0 — 18" Topsoil dark brown loam ,'vlethod of scratching sidewall Knif e • Depth of�gravel in bottom of hole 2 inches 9-12-89 3 : OOpm 12 Date and hour of initial water filling ,Depth of initial water filling inches above hole botwm :vlethod used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon , Maximum water depth above hole bottom durinb tes� 6 inchea • Time Percolation ' Time ! interval, Measurement, llrop in water rate, � Remurks Iminutes inches level, inches mi��ues per ' � inch 10 : 25 prefill 6 � 11 : 00 11 : 30 " 3-1/2 8. 6 30 min 11 : 32 12 : 02 " 3-3/8 8. 9 " " 12 : 05 12 : 35 "• 3-3/8 8 . 9 " " v I I I I I i ' 4 � �% � • Perco:ation rate = 8• 8 minutes per inch. CF,RT. #00627 . PERCOLATION TEST DATA SI�F,E7C � S-P Testinct, Inc . 9-13-89 ��` ` i �rcolation test readings made by on startin�,at 11 : O l �,�n. �J�u.) Testholelocation Lot5 ,Blk. l �rystal Creek�Tenum�ber 5 , Dateho(ewaspreparec{ 9-12-89 D�pth of'hole bottom 18 inches, Diameter of hole 6 inches Soi!da!a from test ho1e: Depth, inches • Soil texture 0 — 10" Topsoil dark brown loam 10" — 16" DArk gray brown loam — ray rown san y oam Method of scratehing sidewall � Knif e � 2 � lle�th of�gravel i�bottom of hole inches 't { � 9-12-89 � Ofl�l r 12 (�a.c anc.hour o}�initial water fillinF , ept initial wa[e_ fillino inches above hole bottum Me[hud used to maintain at!east 12 inches of water depth in hole for at least 4 hours Automatic S iphon 6 � - ,Maximum water depth above hole bottom during test inches � , Time � � ' Percolation � � Time �� interval, Measurement, � Drop in water rate, � Remarks �� minutes � inches � lev�l, inches . �i minutes per � inch 10 : 25 I prefill , 6 ; , 11 : 01 i 11 : 11 � " � 2-9/16 3 . 9 � 10 min 11 : 14 i 11 : 24 I " �, 2-1/2 'I 4 . 0 I " " � 11 : 38 � 11 : 48 " � " I " " " i I I � I 12 : 09 ; 12 : 19 � " � " ; " ; " '� i i } i '! - I I i � I I I � � , � j �� - , I j ' .. Percolation ra[e = 4' � minutes per inch: CERT. �00627 PERCOLATION TEST DATA SHEET S—P Testing, Inc . 9-13-89 11 : 02 ^��' "� Percol.ition test rcadings made by on starting a� p.iii. „��,�,, Test hole locatior�'ot 5 ,B 1 k.1 �rys ta 1 Creek �Pe��mber 6 , Date hole was prepared 9-12—8 9 18 6 Dcpth of hole bottum inches, Diameter of hole inches Soil data from test hole: U�;�:`,,, inches Soil texture 0 — 18" Topsoil dark gray loam Method of scratching sidewall Knife 2 D�pth of gravel in bottom of hole inches Date and hour of initial water filling 9-1 Z—8 9 ,�ept�b�initial wate,r filling 12 inches above hole bottom !v'echod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat iC s iphon , Maximum water depth above hole bottom during tesr 6 inches • Time � Percolation i ' Time . interval, Measurement, Drop in water rate, � Rcui�rks minutes inches level, inches minutes per inch 10 : 25 prefill 6 11 : 02 11: 12 " 2-1/4 4 . 5 10 min 11 : 13 11 : 23 " . 2-1/4 4 . 5 " " 11 : 39 11 : 49 " • 2-3/16 4 . 6 ; " " 12 : 10 12 : 20 " 2-1/8 4 . 7 , " " � i I M � i i i i i � I - i � I Percolacion rute = 4• 6 , minutes per inch. PERFORATED �oaMv sallo caP IATERALS �A�R OABRiCTEXTILE �, `�`:,� __'` PERFORATEO �ATERA�� ..• ' —�a�••. ' •.,_.., ..,. GRA55 COvER 6 INGHES " � SANDY LOAPA SOII. '_ �' ^�� "^'' – ��' • 70PSOIl , ' � +' , �. �'�="'� CLEAN SAND FILL _,. i,�� /� ./' � �';;:�f;%, �;;, MAXIMUM SLOPE—�- ' . �,;t,� 3 TO I LAYER OF GEOTEXTILE ;�.:L F ,�/' C EAN ROCK "4� FABRIC OR 4 INCHES OF ' " ' � ' ;•,,• ,a'.�� ; T�� PLOWEO oR 3i+ T�b z'i2 INCHES �- HAY COVEREO BY � I ' , i �' oiSKEo SURFACE i. s�o BUILDING PAPER ..:�''�`,' J��/ / X •� uesoi� • I�/?�" OR 2` ,.�?��'"" �,�,;�� /• %� CRO55 SECTION A- A PIPE FROM PUMP� •�� r/ �' :� �'� y .� %'��/-'� � �•"�' �� PiPE FROM 3/,_Z�/ � i'. �/' � , ` l ,� PUMPING CHAMBER CLEAN ROCK � ��. �,�!•� �� ..w`i� � OIVERStON FOR . %' ' ,�'� �;r �. � J� SURFACE WATER � 6' TOPSOIL� �� ' �� ' � o � � � �! .., . '' ' � �;/� ��` — 1�.�,_ _ _ -'`-�:� {••-'`�:�� -; �� " i� a�'' � ; '�, s'�`�` '� 3 r - PERfORATED ' � � �� "�'�� .�/ 9 �� M,Q . �� l'ATERA�S � � � � _, ; .� �� _,�r '�/ i. �2,, x �,.�A,.�-� _ ; ; I� . S ��Q 1 .J :�,�:..; ;�•,: � i . .0 �ope �_ � �.;.:,..:,..��l,l•ra;:� . ' �I . lEA ^i�..t:rM�'r.,'• I i !� • . �'a�t 7>>r ti:.f:•:;r.. _ sQNp N � ,...1.,,�.,.- ; : F��l SQp,,G�ils' `\��:��i� BED AREA I � � z gRpkEN YFR : ,�.�--�'�;,>�.. - � '--- �' j � �_ �:�'..-' .:`�., . �P -.; .,,��-` . � I o — eaRRAFRRAI , . ` : � A — � � W ; � m A �AYEI� ' -, - - � i z i - � .- � � -` o+o ' _ INCNES I � � � � INCHES LAYOUT OF PERFORATEO PIPE LATERALS FOF2 � ; ; ( _ PRESSURE OISTRIBUTION IN MOUNO —• ' ; ' . �-�- - -� � � DIKE �0 fEET__�___p�KE - �PERFORATED P�ASTIC PIPE - MAX. TOTAL WIDTH � SPA��NG , '1 \ END S 2E EMnE BE��0�z�iON• \ � PER�ORAr��N I P�AN vlEw . VIEW pp i��• r6 _ -- __ - 2�MANIFO�D � ENp pERFORATION OF A PERFORATEO LATERAL PIPE -- Gro�t Covn PERFORATIONS ON BOTTOM OF PLASTIC PIPE T,p,p 00•. �/f„i ��,-s_� �.:.,., ..., L.py / s s�•=z t .LewwY Sow�IAYV• Yrh bYw�fol�lla Mawl fcw�r�0 1 / =~(OFTVIPEAFROM PUMP) 1 '�w��n n rwin pop«) � � Mrlw iion pr{IIeJ Norlrontally • . .�Nlo C D �Mor Top �/ �/i Ptu� ,�,—Ai L�o�l 12�Io Edp• END CAP QQ•, RpL o� �Id RxM •' ol Rxk Lay�r / �prE ., ,• ,. . ...,:• • P�rlwailoru�Luco��d oi �EO eo��a„ o� �a�.,a� �%� OF PER��Rp PUMP NG CNOAM�{i � Cl�an saw �Y.� . ,.,r.rN „_._.__. .._.. _ . _ ... . F-8 REOWOOD, CEDq� OR WATER TIGHT B� LOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) ' PLUGS OR ELECTRIC CONNEC710NS----� /-NSIDEL BOX�C CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 6.sP� LOOP OF PpWER CORD FOR MANHOLE COVER CHAINED 9� LOCKEO SETTLEMENT SEALED MANHOLE RINGS .FINAL GRADE '" AT LEAST 12' ' �� BELOW GRADE WIRE FROM POWER SUPPLY - ' PIPE IS �AID ON A UNIFORM SLOPE FROM � /f� . FOR PROPER NDRAINBACK IL 7REATMENT MEA SEALE� TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST DE USEO WITH ANCHOR—� — y�EEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAI. CIRCUIT NOTES� ELECTRICAL WIRE FROM POWER SUPPLY . S�RT �E.V��_ � _ MUST NOT RUN OVER ANY TANKS BUT r - MUST BE LAID BESIDE OTIIER TANKS 3"� � `� AND N1UST BE PLACED IN CONDUIT ALONG POST _ SHUT=O.�F�,E��Q_ _ ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROI FLOAT CONTAGT. �� : : _ Figure F-8 METAL � COVER �u _.�:, � _`�. •�i � �'. y , ; � . � . � �l ' I� , --� �.v:,. ' � •.Y � � •�:.: t; � i I > i I r � � � i � v � ,1+�•:t^-�,__..� 1� :?%� � CONCRETE ,zs�' MANHOLE j ! RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figure C-14 I � � ' ' r 7�"" �� ' VERTICAL SIDEVI�ALL SEPTIC TANK �� FINISHED GRADE Y. /' -AT LEAST � 6"TO 12" SOIL. AT4�pAA� �... 4" DIA. COVER Mlrl AT LEAST I" ' ` AT LEAST I" J_ �.. ,:• ,. . _ '.,.. ' . � . —� 'T t A DIMENSIONS FOR. TANKS WITH .VERTICAL SIDES A WIDTN. W 24' MINIMUM _ ' LENGTH, L 2 TO 3 TIMES THE _WIDTH _ B DIAMETER 60� MINIMUM _ , � DEPTH, 0 30' MINIMUM; 78' MAXIMUM C � --n o.z o r - -AT LEAST g � 6" MtNIMUM� 0.2 D MAXIMUM _ 6" - 3�. t-�- G 0.4 D - ------ -AT LEAST 4 FEET- -- -^ trCi I E S: � i. SN+i1N1Y1FCSA1l�A5T�I�iCI�E51NDu�AAF.IF.R �. �WUK�ECOvERSSruLL�IOCASEDwilnwitu+urtS. 2. 111E�S�W L UC O��E«11AOI IE MN11 IplCS.2C1"lFAST �P TI�E Mnr+i KxE 6 MnTI W NK HC1 iE'J Of 1�1C SUfYAGE nIM(1t510NN�LCK�1FnYn�iIW6FEEIOf/�lLiNiK 6 ��,E��fANCE0ETINEENFNDO(R'�Eff'R'F.ANU W�.11 S. �. IWrtsi•ECI�ON�v`EOFATLF/�Sf�WU�GSM/J.r1Eli NEMESTPOr�10NOMfl[9W1l1ENOLE531iw1LwGiES 0l1A�NHIOIESIWIIRELOCnIED(riE�D�1FIiI�EirIET OfINO��EnW�t2NC��ES NJDOV1lLIDCVKYS.INECEl1lElilM�COf11f:Y151'EC1pN 6. FOflllqtlZ(J�11AlCYl11(X1�Gd.1/WKSDIMCIlSKNIAISO.I:A rir[ss+u�LLOG1iKSn�.fti57��EUN�LnIwEnF�HE ANDOI�.IF.NSIp�CI$0.�5f1. Onf FLE O�'CNWCS 0�15NIIINiV 7CES.A 114f1ll WS�'ECI ION I'Y`C►115T PE IOCAI tU Eti 1 WCf.N i11F��LE I/J11(Xlll[i pN f 1E5. — . . • :. � � PENClL � MAFtKS •� , •, :. 6 + `�� Z�� 4/ � ' MANHOLE ; y �► � �r . � INLET ` SCUM �. �; OUTLET � ,i •;%;:�;Ol1T�ET LEVEL .��j� , a`. Y i'. _.. _—•— — _ _ — i;� ;� _.__ SCUM CLEAR SPACE — �r�� LEAN pUT TANFC WNEN� ' — � — — —.. ��•e•��— "—i �" �1 IS 3' OR I.ESS OR ti'' — —— — — i _ �}° g �B'IS 12"OR LESS � '� �:;:� � . � . . . `' 1 r. �� t�:�:;';:•.'•�.; . •'ir: . . . ;: '� BLACK COIAR � ��►•'��':�:�'••�.'• SLUDGE i� �.` DISTtNGUISHES SLUDGE t•�.;::••:',;�.::,.. • ' LAY� FROM LIQUID � �.��..;.��•: .. . . .. ;�; :, .... � i.,,: •�'�,,. :.5+:�. :y�., MEASURE SCUM AND SLUDGE ACCUMULATIONS i N THE SEPTIC TANK DATE TIME CITY OF ORONO CALLED IN INSPECTION TICE SCHEDULED S'�5'�'�c7 3�� PERMIT NO. oZ � COMPLETED ADDRESS ��5 �ry5�'+'' CKc�� • OWNER ��C '��'h"�-ed—� CONTR. 7��OD�� TELEPHON E NO. Q�"f �8S�C� � DESCRIPTION ��f � LL 01 FOOTING 11 tE HANICAL I 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 2 SEPTIC M 21 COMPL4INT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � / j 0 0 f t� C% a � 0 � W � Q � � � �� ( Y��i✓1S��i o�'1 1� t � ►�G�v�s ,Or �or -�O ouyh wA � � GW `f![WORK SATISFACTORY:PROCEED PROJECT COMPLETE i � W ❑ CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED Ci INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call f e ne ' spection 24 hours in advance. 249-46�� OwnerlCon ract r on ite• Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITYOFORONO CALLEDIN ��6`(J!� �`d� INSPECTION �TICE SCHEDULED 8'r1-�U � ,'3T PERMITNO. ' Uac�JO� COMPLETED AD DR ESS �7-� C�w1 �`'�°'"� C►��'�2�G OWNER ��- �71TY►�'/J/ CONTR. �A--�'vt�OG(.� .B�S, TELEPHONE NO. � DESCRIPTION �� ly� 01 FOOTING 11 NIECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINA� 19 LAKESHORE/WETLANDS � Q 03 INSULATION 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-UP 06 PROGRESS � 07 DEMO-SITE 27 SE T. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FI 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: 0. — Ic��kSS � �2.8 o — �3 'x85 ' �� v�--�w,�� ° 1 '�Z �G �-s � � o�, ' y �o e� � — W � Q � _ ,► z w, I I �� -�n- r-�P � �- b ri G � W � � d W� �WORK SATISFACTORY:PROCEED ` PROJECT COMPLETE W ❑ CORRECT WORK&PROCEED ' ISSUE CERTIFICATE OF OCCUPANCY � G CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ['. CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN C':STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED C1 INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlCon ac on si e: Inspector. , White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN $`15-� d$ .�;3a INSPECTION OTICE SCHEDULED �S''-(6�-eo ��dC� PERMIT NO. 4 COMPLETED ADDRESS � 7J� �ry��-h4I �✓PF�(� �d�� OWNER�V`� �I'eM t=5 CONTR. ��'�� TELEPHONE NO. ��9`�— OJ� � DESCRIPTION �I�l� L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/N/ETLANDS � O 03 INSULATION 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-UP 06 PROGRESS � 07 DEMO-SITE 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. , 22 FOLLOW-UP � 09 PLUMBING RI 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � o —` �Q — I 0 O O —� O�c �, a � � ° -- �tn �:5 �J r P Gfl-b� COvI.GVC � W � Q �f I$ �� ,�-�� 5�►� �� 01� i z W � W P `�- O ki � j O `� W� X;WORKSATISFACTORY:PROCEED � PROJECTCOMPLETE W�❑ CORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY � C5 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT C CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL RETURN C STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED C� INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS. Call for t next i p ction 24 hours in advance. 249-4600 OwnerlContr t pn si e: Inspector. �� '� White Copylinspector's File Canary CopylSite Notice