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Home My WebLink About1998-010557 - septic PERMIT Cl�'� OF ORONO PERMIT TYPE: �750 Kelley Parkway- P.O. Box 66 _;��:�?_;!� �J� �ry��!�` Crystal Bay, Minnesota 55323 Permit Number: ::;� ;�;�,c�f` (612) 473-7357 Date Issued: �`�i,�:.:,�,, ,:,�,4; SITE ADDRESS: .,}i�� _�r`�,��_ �°�� :� �' . ! . ��. Cii��—�, i --�_':�:—;�°.�—i:i_1��'. DESCRIPTION: t,i��;# `_r F`-i;: _;``('_� f t.�°i '�E i L[" S {�T'e-± —:Y �� T. +}s I �i— i� �. J•'�i�i.� = _ ��• _ :� r � r.0 i T f,- C�=� �F'i I _� ��_ � � —==�tF?}' :•_'a l;u,��.H�}` �tl��:)'�:; �`,'��"„ Yi�'=�iL;=�-,t'3i.� REMARKS: FEE SUMMARY: :=,.{�� r��= ��-'{-' �;`'' �_,��_�-�_.,-:�r_ ______ �.� �,��: �z��fi.�,= 4=cE= ��.j,i_):i�_,ii CONTRACTOR: _ ��,�,; �_.�t-��. _ OWNER: N ;�,_ . ._ . - �: �y ,v1[� '�+-j•`: L_ !'_„'�,�.j-il'!"'f s i',,•yt-y '"�iZ,'�—� i /�t".i» �'il_Si'i,�_F^j'd E�t_'! !C_�� •'i �a{��s'!' Fi`� ��.{i .•_'I��:� , �._�1il.� _� I i'�i.: �`_— { _.�.�_ fi•i�_itv?3 h i�9'_;� r�iti _ _._�k�,:w; E�i�°:i��,{'t: ,r�T:,� c,C,_;__ '.�'<�.�;.s `�!'�—_� V`�. .._. ._. ... . _ .; .... ._..e•-. : -r. . :...._.: .r_�.' ' 4;�.. `f,.� I�—;:� I�T�.��:4��;:—; . �.�- �.�� rsr��``�� '-��:;.=:�, ;�. ,�;,_.. i_i. •��'� ��;:�t:;� it�.;�_ �;�r;: �[�i�` `;_I.:%e�; f.-�::: _. _ 3�,;w=_�. . ._,. ._._.� . .�. - �`�:;,:•�� _; � 1� �. c__ _' is�� i�•il i ;;i;�;;��.`_; (! i i��i�� ,?._E._ ��_!:-i��:. ._�1 -��°j,{- i - -. .. �!.i-�1•1_:� �' '�- .-?.._� t r ; '� _.' ��E t„-:� i��l;'i_};::#�i. i_lf-i�1�{;l�iyi�.r _ j�;}:i:1 �t I r s � i'., ,..!„t�,:r;:�:;�r_ �i 7 j,{�_�1 i;•.::= ��li:�, �-it-,t,��i_% ; �.`'_ k'.1� :_; . I L ~ ,�. J � �� ; �_ " �i..�-�-=--�r.�1 APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE �� . . � �� s�� • CTTY OF ORONO SEPTIC SYSTE�i PER11-IIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, 11-J�t ��323 � �� -�� , JOB SITE ADDRESS: S Occupanc�� Type: Residential �� Commercial Other Permit Type: IV'esv or Replacement Sy�stem, $100.00 ✓ Repair Existing System, � 50.00 ' (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Otivner's I�'ame: �c. �,� ��-�:y�.<. � Phone�Tumber: Nlailing Address: City: �P' Contractor's I�'ame: ' li�.�s -f.��,1�.. �rc . Phone2\Tumber: y�-.>�7G�L 1�Iailing Address:��j � ��„� �f 5'�r City•�?nc�tr��:�P_ �P' ��3w 3 AO \TOT tiIAII� PA'YI�"1ENT tii�ITH THIS APPLICATION GENERAI., �'STRUCTIO�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 not be�in unless the permit card is on the job site. 2, permits will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system desi?n. Desi?n repores are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the City 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 rouah-up but 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. 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 holdin�MPCA Installer Certificate shall be present durin� inspections: A 24' hour notice is required for all inspections. �.. NO'I'E: Applicanc rriust initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. �� `�� , 1. I have received a co of the s stem desian ' ' Q PY y � uicludin� the Ciry of Orono Septic System Approval Cover Shee[. �� 2. I wiIl be installin� the followin�: A. Tanks: �precast Concrete Other Manufaccurer �%��w�� Tank Capacities: 1) l� gai. 2) ��`�; gal. 3) �i�� gal, B. Pump Station (if required) � Pump make & model � _ � . �- �/L h,( � S� (�l)�.�� 11 (attach pump curve & literature); system desi�n requues 3 y gpm at � Z_ feet of head. Hi�h water aIarm make & model Ltiv�%,crn Outside • electrical work to be completed by installer �lectrician ocher Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. 1�' Mound Depch of rock below pipe " Rock bed dimensions %D 'x(��' ' Drop Boxes Sand bed dimensions �-f5" 'x l/z ' Distribution Box Pressure Dist. Pipe Diam. /'�z " Maniford Pipe Diam. z- �� D. Final Cover/Topsoil to be: '� borrowed from site (show location on site pla�) trucked in The undersi�ned hereby applies to the Ciry of Orono for issuance of a septic system installation permit, a�rees to do aIl work in strict accordance with the ordinances of the City and the reguIations of the State of Mi.nnesota, and certifies that all statements made on this application aze complete, true and correct. Si�natureofApplicant:-� �{-,� _ _ , Date: �7 c� - �t � MPCA Certif cation No.:_ („ � () - Staff Revie«•: Approv Den'al � Revietiver: - Date: ��CJ �� Reason for Denial: � O� � ' CITY OF ORONO O � EPTIC SYSTiEM APPROVAL !�� ,, .'�� .:�-�. �� y� ; ITY of OR��TO a �y�, �� .,, � � •_�,i k., � Municlpal OfFices . � �' ��T� ti, Post Office Box 66 '�� i 1�{ �f"' �G c�y��say,rlimxsota 55323-0066 kES�-I04 - LOCATION: 4725 Bayside xd. OWNER: GENERAI. CONTRACTOR: Morgan Homes, Ina�EPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing REPORT DATE: April 29, 1996 The City of Orono has Approved your on-site system design as of April 9, 1998 (approved-disapproved) (date) with die following conunents: 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 the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULA.R TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield 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 O ON By Stephen eckman, On-site Systems Manager � TELEPHONE—473-7357•FAX-473-0510 ^ �7-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License #394 April 29, 1996 Hilloway Corporation Lot 4 Co.Rd.19 & 84 Sub-Division Orono, Henn. Co., MN This on-Site Sewage Treatment System is Designed for a Type 1, five bedroom home designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - KIC2 - Kilkenny clay loam. The seasonally saturated soils were located at 6" to 18" (mottled soil). Additional Soil Borings were completed west of Boring #1 &#S which show mottled soil at 12" 8� 16" (shown on site plan). Due to the seasonally saturated soils, a Pressurized Mound System will need to be instalted to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate averaging 5.3 mpi. A pumping chamber will need to be installed to lift the 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. 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. 1 M i All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers, etc.) human waste &toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended, due to adding more solids & fine solids passing through to the system. Excessive amounts of soaps, cleaning agents 8� 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. ��i � Steven B. chirmers 2 , . __. _ _ _._. . � �.� � '�k 1��P l�L�. �-�/��1�( F QV�� 1'1'F--9-�T o�� '`" � �il � CJG 'TN�� YoS�� -CP�W�m-�c�-�T A-��nX�-S ��dPr"� �"�'G`�L- �01-t S'S`PrV1 C��O?-�. ��.�/ \�(J � I � /� `A /�'."� � `� J>(,(f �� : F' � �„�� 7� 1� � C� C�f�l r'�=H' � � � V, N C J � Z � � � � � (�6 d a a.�a - � O � �. Z G'S - C �Q t 7� " � 4'- T � � �' � L':?U I"�� /CC3.�1 �(J�`G� / �'� �"' ... - " . C1 L�: p�_'_ -1 �'<��-S m�i� � I.�U L'1 l`'.j � as q, c�� , �—.-— — C .` 'a.Y�G� _ � / �- �"- �m � o`-c n Z _ __ 1/ '��1 m �n Q ,� —� � � �t � . �-� A ��'� 0 C� �� 1 i �3 � \ � /� I itT : 1 u - � ? ` ,� ' ic:>?p . f � w�LV � `° �'(W/) � / � � � •./ . ' �, ic�i.i � Y /C0�.�, •� i l (�J -� _ �,__ / . _ ,�, . �N Z \1-\ 1 � \� � a'' ��. I _ � 7 � -� =� � „_ �g�-�� //`' \� 1 � p�� ; � ` �: u �-� N a. �i.PAi-�S�oT� v ,\ '1 �(RNI�s \ �.� O i '1� 1!� � �, ��i� p�,�,}. 1 \ \ 1 / � �'PQ-�Onl+ .ito�� _1 �r � ;J Q � d ro� �� Y ��. �. �.}n�S� � � �... a � t- � ��p~, 1� 1 � �� ` sp' 1 m U `C.. 11. Q � c�i �It1 5 --L�.L�ay. �\ ��,J-G � ll\r 1 � � \ i � � ` � Q 4 � n= �w T - � � ` 1 \ �� N �� :�1 �� '�Y ia�o.� �.,. \ 1'�DPf��s« � �' � ��. i z C] \� �._¢ � � �-1 1_�� , Q1-1Y1P�?�b � I \ ��1 1 / ,�cc:.y G1kYlvv�'4�$5L � \ /- y--� � � / / `/ � / s � WF/�LA}�� rj!�//�b . \� w�oT �i � Y , �r Cr�o S��StR�Y-� icc i.a �x,` ,�£ ��-,—_ � 3�.S } @ / � Rc�,�. a1 � . \._/ i �:05.�� L.q n � r� � � � -� O�T Lo� 6 � �1'� z �6r �, � i � d5S' '� PR�' ,R'Y C� R _ , irr � v � �ti , 3 5�io PRccec?� n��,ti;�; __� I � � , fI I i P_n�: TbPoF Do�3!�Nv� :.' ��ove � Pf20PERTY OF� �-l��ow�-;-�1 C(Y��. I �Percolotion Tesis Scale� ti�=5� I _ b-Ro.,�� N �oxEl1.ER iRr'� XSpil Borings �O.'�%�• I9 a ��-I S�>�-�iJ��•.^�� :-�- ;��_, i�,��,E�� Be�cr. Mark � _ �o-C�-1,}'�Loc.��5.. f �'R-o�o �--�� I Note� This system is to be constructed to meet N�'��' L�� ' the Minneso�o Pollution Control Agency S-P TEST/NG'/ C. ! " - Chapter 7080 & Local Ordinance ; � � Note : Check all underground utilities Oesigned 8y� �'��- �-�—� Date��/�/'_�, PH.6t2-497-3566 -�i�' - �3' �-1'.1 S S 4 5 t o',��s� -ecx-ic_ 3�0 _ - ` � �z� ��5 � -coe o�_sallo ' - �� - 3,� p��..�,�ooK,� '-1,3 l•`d� S�r�o �oo .� �Lr�?-� �l1'�� ! - 1 � f /O' _L P�� SET- BACKS �--� i � HOUSE Syslem must be� Tank d�� from property lines �,=5�-�--�t c»-.1 c-��Sri� w�o-�µ . ti1��, �PS�w,�,-�'� � from wel!s ' a� from b'dgs. � �-��'�u,; irealmen' orea =�fror;� lakes , �S� sSreams � Treetmenf area d—� frem property lines h�� suppiy and switches must be located in a � F m�n 1,.,, ��' � weather praof enc'�osure o�rtside the pumping chamber and manhole MA-Nt�..�..5 from we.ls � :� - �c�ceF,c� �';rom b!dgs. �'� :� . L.'from trees � SOIL BORInG ELEVATIONS , �� 1 i � ��-., �, � � � . a�min.---�-----=� _ . TH'I EL.-�oo�.q -r�t"c. - t ooa g . � a "d�o su � � grede.�%TH. 2 Ft ,- oo .� Tank � Ton4c ;:I ' �`0 TH"3EL.-��o�.� Droo to Tan;K I PRESSURE D!STRI�3UTION MOUND SYSTEM .�..h»� ��_ ao�9 � �� TH`5 EL- �o�.�+ ti!in. I��to 8� �Pump�ng Mex.l��to4� � ��P ��-1'�S S�-�+'A�-�--oc�J Chamber El.�'ATIOV al PRO?OSED P'J�`1.P;N; �4�10 6��dia.pipe CHAh:S�n- ioud�bg�,�w,�r�oa.� . _ _ . _ A�'4"C�'v nt , '(�;? G'� �Lo t.�G-103�r SYSTEM DES!GN -MOUND � " v�`��'s �`-Ot'�- -��1'•D TYPE-�, '� BEDROOM , Ave�ag2 percolation rafe �•3 min./inch (design.83sa.ft treafinent area pergal. of daily sewo� flow) � . `�� gal./day x.83sq.ft�gal. �� sq.ft.of treatment area +10°/a =�`� sq.fi. (.= IOft.width=�u ft.length of b2d area +s�de s!ope run y to I x y—� heighf= �_ft.x�O 3 ft,lawn•er2a needcd) Clean rock needed- ��y sq.f t.treatment area x �-��depih of rock= ��`� cu.ft=27= � � cu.yds(3/4�to 21/��dia. ,inJudes 2�of rxk above p:pe) , ��-'� Cleon sand fill beiow rock needed �� cu.yds. a�,prox. , sandy loam back fili � `� a.yds.approx., topsoii 6��_ �cu.yd. �V-• SHt-�� p�� WAstt�o (��r'1t��_-�o .Aoo_�o�o _Co_-roPSo��EoF__1¢RE�tp,�S.so��) Number of 1an:Ks required a , Ist tonk�t s� gol. , 2nd ten:K�v�v goi.minrrr.rns �S P�-1 m Q�N v G!�- �am p E g-- . . Pumping chamber capacity- 25% of dailys�v,age f;cw of � v gol.=�`'>`� gai.+reserve s'ornge of 150�?1,/BF� �<� gal.+pipetackdraiioge- PROP�RTY C�: �1�--`� w�`{ �o��- _ of �`� gol./IOOlin.ft.of a��dio. s�PP�Y Pipe, lin.ft.needed `-�� , � gol i monifo:d 1�gai./IOOlinft of 3"dia.pipe,In.ft.r��ded� ,�-gal• ��.eo l�¢ � �,� .-�,� s,,,{- totol copacity needed '�`» gai.(plus area for pump) uSr� rn�n. I�S gal,cap_ � >��`� � �-` �"». - �� /e� 'dia. '� ` Oistribution pipe�c�ia. , )�� lin.ft., � perforo,�ons 3 e ��oparf ��. L�• Pump size ��z hp. (p��mpable copacityL�goi. 4cycies/day) .1.1�� )7-' H=f�o PR-E�s J��Se�dF3�-�� q�� l-� m�n•— S-P TEST/NG /��C. No!e� Wnen conslrucling bed - , tr�s areo shou'0 be st,�ped No�e� Distance from �reotr-nent oreo io ne�ghb�.�ing v,e!is- � peS;Sned Qy� G =�� '� � r"�---- L��-f"ki-T'�� '�1�1�� l D.ri � i OCte�`�- ��2�>L, , Pri. 612-4_ to eiver� run-o`f from entering treo�menl area. � � q7-�5�6 � � MOUND DESIGN WORKSHEET (For Flo�vs up to 1200 gpd) A. �,Qw Estimatcd Sew�ge F1ow in Gallons per Day(gpd) Estimated 7S0 gpd N�,b« � or measured — x 1.5 = -- gpd. s�� TYP�I �y�u ry�►ir �rv 2 300 225 180 bas 3 450 300 218 i4 B. SEPTIC TANK LIQUID VOLUMES 4 �o0 3�s u� ,�,�, s �so aso 29a m I-)aS� �- �-1�� gallons � i� � 3io �� m�� 8 1200 675 408 C. SOILS (refer to site evaluation) � �,�� ,,� �� 1. Depth to restricting layer = �y � I K inches B�� , �, 2. Depth of percolation tests = 1 � inches `'"m'' `p"m'' z a� �so i.i�s 3. Percolation rate S• 3 mpi 3 a 4 ,.� ,� 4. Land slope S % ;a g z� �° wa 9 Sce fig.C-6 (z 1S) D. ROCK LAYER DINiEIVSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = � S� gpd x 0.83 sq. ft./gpd = �aa sq. ft.�-��J��'�°I 2. Select width of rock layer (10 feet or less) = io ft. 3. Length of rock layer = area=width = Rock Bed i�u�l sq. ft. -�- �o ft. _ �� ft. �.,.�.~...ti.ti.�.�.�.�.�.,.,.�.ti.ti J•t•t•!•1•1•l•f•f•f•I•r•t•f.f.r• ti•ti.ti.�•1•\.ti•ti.ti.�.t.ti•ti•ti•ti•ti•ti tirtifti:ti:tiftiftif�:ti:tirti��ftirti�fti ti idth 510 ft. r•r•t•r•f•r•r•r•r•r•r•r•r•f•1•!• 1•ti•ti•ti•ti•ti•t•t•ti•1•ti•L�ti•ti•ti•�•ti .l.l.f.f.f.r.f.f.f.f.r.f.l.f.f.f. E. -ROCK VOLUME � �'g�' —� � 1. Multiply rock azea by rock depth to get cubic feet of rock; ��sq. ft. x l.c�S ft. _� cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; ��t� cu. ft. =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. _�K tons. F. ADSORPTTON WIDTH L�-� L`''�''`'1 Abso on Width Si�n Table 1. Percolation rate in top 12 inches of soil is S•3 mpi P��,,h�,R,� �Q- �� t�,,,4,p�;�, SoilTexture �,� �,"`e cmpil t.a .b.�.poa, 2. Select allowable soil loading rate from table; Faster than Q.1 oarse Sand l�o l.00 •� gpd/ft� 0.1 to� Sand 1.20 1.00 0.1 to� Fine Sand" �•� 2-� 6 to 1� ndy L.oam 0.79 1S2 3. Calculate adso tion width ratio b dividin rock la er 16 co 30 [,o� o.bo 2.00 � }r g }' 31 to 4� Silt Loam 0-� 2•� loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to�o cla �.oa�, o.a� 2_6� 1.20 gpd/tt2= .�-� gpd/ft�_ �. � 61 co 120 �iay o24 s_oo 7 Slower than 120 Clav "Soil having�QSG a mar af fine or vey fine su�d 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; ��'1 x l� ft =�e- ft � ' G. � DOWI�TSLOPE D� WIDTH 1. If landslope is3�fi��more, subtract rock layer �vidth from � adsorption width to obtain minimum doiti-nslope dike toe -_ �L, ft -�ft = �_feet 2 Calculate Minimum mound size based on geometery: a. Deterrnine depth of clean sand fill at upslope edge of rock layer: Separation 1. 4� feet b. Multiply rock layer width by landslope ' f°°` c°"•� to determine drop in elevation; � rooc Ro eC Slope Difference s"v'�'t,'° r..t �C� X ,� �o= 1�0 - � J feet Slop� Dliference _� et - u�siove wiatn c. Add de th of clean sand for se aration (2a) ►? feet P P Rock aea w�atn at upslope edge, depth of rock layer (1 foot) to depth of _152-feet Down5loDe WfOin cover (1 foot) to find the mound height at the upslope edge �1e01 of rock layer; )_ � ft + Ift+ lft= 3• K feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3•3 3 e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3- � x 3.3 5 =�_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; �.� ft + . �� ft= y .� feet � g. Enter table with landslope and downslope dike ratia '� Select dike multiplier of 5.c� h. Multiply dike multiplier by downslope mound height to get downslope dike width: y,3 x s'. � _�feet i. Compare the values of step G.1 and Step G2h Select the greater of the two values as the downslope dike width; g,� ' a� feet > . ... .<:. ;; -�� _....__.UpsloDs Mtatn _.:::: ` : . : j. Total mound width is the sum of �-feet u slope dike (G.2e) width plus rock � : �,�K o.,W,al� P . _ .:.....': io,��x� r..i ' layer width (D.2) plus e UDSIODo w�atn UDf1oD�M1Ctf1 � �Z feet _1�teet downslope dike width(G.2i); oy; � ;; ` ; , �ft + lo ft + aa ft = �� feet � ; k. Total mound length is the sum of � ; °o a5a°°e1`" upslope dike width (G.2e) plus rock layer length (D.3) plus upslope dike width (G.2e); ' . � 1� ft + (�� ft + �_ft = �'� feet aa ,- � � - a� � � a i� a TotelLenptn own ope �ps ope 3:1 ll �:1 61 i:l 3:7 4:1 5:1 &1 7:7 8:1 7G�lope 0 3A l0 �.0 6.0 7.0 3.0 4.0 5.0 60 7.0 SA 1 3.W ll7 5?n 638 7�3 2S1 3.8i d.76 5.66 6� 7.�7 2 3.19 �35 SSb G62 S.li 2.63 3.7D d54 536 61� 6.9C1 3 330 4i! �B8 732 &.b6 2T� 357 435 i.06 5.79 6.15 � { 3.11 l7 675 �.89 9.iZ -2.68 3.G5 {.17 6.b4 5.16 6.Od 5 353 S,Oqi 6�7 857 ]077 �61_�� d.00 4.62 5.19 5�'1 6 3b6 5?b 7.11 938 1207 � 75S 313 3.&5 6.11 4.93 5.41 7 3b0 536 7.69 ]034 1373 2G3 3.12 3.TJ dS3 1.717 5.13 8 3.95 SB8 833 11.Sd 15.91 2G2 3.m 3S7 l.OS 4.49 !BB 9 �.I1 6.25 9.09 73.06 1fi.92 Z�o 296 3.65 3.90 d30 4.65 10 !19 6b7 10.0 15.00 2333 2�1 286 333 3.75 1.12 4.Lf 71 t.�8 7.1t 71.11 17.65 30.t3 2.26 2-�8 3.23 3.61 3.95 d�b 12 t1H 7.69 1250 2i.63 d3.75 ??1 2TJ 3.12 3.49 3.@J d.08 � F-17 � PiIMP SFT.F['rTC)N PROCEDURE E1p PERFOfiAT70H OF A PERFORATED l'+TEFAL � Dekezmine pump capadty: w�•�•• Gravity Disfribution r,,.e„ 1_ Minimum suggested is 600 gallons per hour(10 gpm) to stay ahead of _ :..- - �'�L�r�a�� Loyr ef GeeNnW Foblt(V 1v• Wa�T ILSe rdt2. 'rR��+or.ei nor s a.�...a � .�,�'.a,o.+,o=o.�i. 2 Maximum suggested for delivery to a drop box of a home system is 2,700 _ . �+�,�tr�� =��h tiro tno ra.or ioo gallons per hour(45 gpm)to prevent build-up of pressure in drop box. �,,;R,� _., ,.�„ ,2•„E��, n.�e of Roct u�.r ... . � Prlxmbn LscatH ot Pressure Distibufian ��••"�,�,� �'"°",«�•�•"� 3_a Select number of perforated laterals 3 b. Select perforation spacing=�_feet �,��'�„�''"° c Subtract 2 ft from the rock layer length. �- � -2 ft=�( S�feet d. Dete�ine the number of spaces bet�veen perforations. Length perf.spacing=�_ft.+ 3 fc.= a a. SPaceS Required Perforaeon Discha�ge � �_SpaCeS+ 1=�PPSfOrdtiollS/1dt�Id1 u�gallons per minute(gpm) f_ Multiply perforations per lateral b� numbe�f]aterals to ��3Z ��d8e �Zm�� i Ad� get total numberof perforations. ,�� x �s t�= �i perforations. �f�� g- 1� x�P„�_�`_'SPm. 1.Oa 0.56 0.74 SELECTED PUMP CAPACITY�gpm 2.�b �.g� 1.�4 B_Determine head requirements: a.Use for single family homes 1. EIevation difference between pump and point of discharge. b.Use for all other applications �_feet `� 2 If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity�stem,zero. �_feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Pipe L«�grh Read friction loss in feet per 100 feet from table. � poinc of D�scharge F.L= ,�. le ft./100 ft of pipe a��. b. Deternune total pipe length from pump to discharge Flevadon Difference� poin� Add 25 percent to pipe length for fitting p�P _��3 loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= �D x 1.25=��feet F-18b c. CalCulate total friCtion loss b multi I n 1.5 inch 2.0 inch 3.0 inch Y P Y� g �m Friaim loct per 100 R of pipc friction loss in ft/100 ft by equivalent pipe length. Total hicdon loss= a,l� x Sv +100= � feet 10 0.69 0.20 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 �. + � +�_ 25 3.73 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 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 G Pump selection bo s.6o o.s2 � 1. A pump must be selected to deliver at least �= gpm (Step A) with at least �feet of total head (Step B). CERTIFICATION � 00627 L-13 Loqs of Soi1 Borinqs Location or Project Fred White �� y L ' �u��1, �hi�e Pond Est. , Orono Borings made by S-�e_stinq, Inc. Steve Schirmers C�lassi'fiction System: AASHU _ Date 6-23-gg ; USDA-SCS X Unif ied__, Auger. used (check two � ' Other ) : Hand X , or Power � , Flight , or Bucket X Depth, Boring number 1 ---. in Depth, Boring number 2 feet Surface elevatiori in �0O'�-�1 feet Surface elevation /co,f, � 0 - Topsoil dark gray loam � — p - g�� Topsoil dark gray loam 1 _ 10"-rnottling Dark gray strong clay loam 1 - 1 � 2��-mottling 0 - 1 � 4�� 8�� - 1 � 8" c�ark y gra strong clay loam 2 - Grav stron g c l a y loam 1 � 4" -' 1 ' 1 G" 1 � g�� _ 2 � 4�� 2 - Rusty gray stror.g clay loam Brown loam 1 ' 10" 3 - 2 � 4�� _ 2 ' 10" - 2-1/2 ' �usty gray silty loam 3 - 2 ' 10" - 3-1/2 ' 4 - Rusty gray loam 4 - Rusty gray loam 3-1/2 ' - 4 ' 10" S - • Rusty �gray silty loam 5 6 - 4 ' 10" _ 6 , 6 _ 2-1/2 ' - 6 � 7 - � 7 - 8 - 8 - nd of boring at 6 ' feet. End of boring at 6 ' tanding water table: • feet. resent at Standing water table : .�_ feet of depth, �_ hours •after boring. Present at feet of depth, �t present in hole X hours after boring. , Not present in hole X �ttled soil : served at 10" Mottled soil : �et of depth. Observed at 1 � 2" t Present in hole —__ feet of depth. �ments : � Not Present in hole , Comments : L-13 GERTI�ZCATION � C0527 �ogs of Soil Borinqs Location or Project Prec ;vhite Outlot A, White Pond Est . , Orono Borings made by S-P ^est=�q, Inc. Steve Schirmers Date - �?3-RR Classifiction System: AAS-U ; USDA-SCS X ; Unified ; Other • Auger used (c:^.eck �wo) : �and X , or Power , Flight , or Bucket ' X Depth, Boring number 3 Depth , Boring number 4 in in feet Surface elevatio:� 1�� .� feet Surface elevation /oo�,g 0 - 0 - Topsoil dark cray loam Topsoil dark gray loam 10"-mot�lin� , 1 - 1 - 0 - 1-1/2 ' -mottlin Rusty gray strong clay 1 ' - 1 ' 8" loam orci�rayl-1/2 ' - � ' lo" 14oam 2 - 2 - Rusty olive brown Dark gray strong clay loam clay loa� 3 - 1 � 10�� _ 3 � 2�� 3 - 1 � 8�� _ 3 � 2�� Rusty gray silty 4 - loam 4 - Rusty olive brown silty loam 3 ' 2" - 4 ' 10" 5 - Rusty olive brown loam 5 ' 4 ' 10" - 5-1/2�' Rusty olive brown silty 6 - 5-1/2 ' - 6 ' loam 6 _ 3 ' 2" - 6 ' 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 1-1�2 � Observed at 1�� €� of depth. feet of depth. Not present in hole Not present in hole Comments : Comments : L-13 CERTIFICATION # 00627 Logs of Soil Borings ' ' �� H Location or Project Fred White, Outlot A, White Pond Estates , Orono Borings made by S-P Testinq, Inc . Steve Schirmers Date 6-23-88 Classif�ction System: AASHU ; USDA-SCS X ; Unified ; Other Auger use� (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation looa.y feet Surface elevation /oo�.� 0 - � - Topsoil dark gray loam Topsoil dark gray loam 0 - 6"-mottlinq 1 - 1 - 0 - 1 ' 4" Dark gray clay loam 1-1/2 ' -mottling Dark gray 2 _ 1 ' 4" - 1 ' 10"brown lo m 2 - 6„ _ 2 , Dark� gray brown Rusty olive brown loam - clay loam 2 , _ 3 , strong 3 - 1 ' .10" - 3 ' 2" 3 - Olive brown loam Rusty olive brown 4 - 3 ' •2" - 4 ' 2" 4 loam Rusty olive brown 5 _ silty loam 5 _ 4 � 2�� _ 5 � g�� 6 - Rusty 5 ' 8" - 6 ' � br°owneloam 6 _ 3 ' - 6 ' 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 1'1�2 � feet of depth. Observed at 6" �-e�� of depth. Not present in hole Not present in hole Comments : Comments : .CERT. n00627 � • - � � PERCOLATION TEST DATA SHEET � � � Pcrcolationtest•readingsmadeby ' S—P Testinq, I:1C E-_�4-8$ ` on starting ar 8 : 5 6 a.m. ` �,,,,,r, P-m. Test hole location C7n-t--1�-t--a � y�h i tP P�nc� F� ,t!-Iole number 1_, Dste hole was preparecL 6-2�R R Dcpth of hole bottom 12 inches, Diameter of hole 6 ---_____inches Soil data from test hole: Depth, inches Soil texture 0 - $" � To soil c,ark ura lo�m 8" -- 12" Dark gray stronc� ��iay loam Method of scratching sidewall Knife. Uepth of gravel in bottom of hole?_inches Date and hour of initial water fillin 6—2 3—8 8 3 ' 3 0 p.m. , 2 ' �---, Depth of initial water filling___inches above hole bottom - Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon ; , Maximum water depth above hole bottom during tesr 6 inches Time Time interval, Measurement, Percolation � Drop in water rate, minutes : inches level, inches Remarks minutes per inch 8 : 45 refill 6 8 : 56 9 • 11 �� 9 . 22 • �� 2-3 4 5 . 5 15 min 9 : 37 „ �� 9 : 38 9 • 3 „ �� Percolation rate =—_ S_� minutes per inch. � CER�. :00627 ' '. . PERCOLATION TEST�DATA SHEET ' . " ��. Percolationtestrea�fin�smadeby S—P Testing, Ine . �� 6-24-88 startinga[ 8 : 57 . P.m, � _�y �.w„�, Tescholtloc�cion ��=�� '�hite Pond E 2 6-23-88 ��ole number , Date hole was preparc�� Depth of ho!e bo�ton, 18� inches,�iameter of holr 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 1F" � T�ns�il �3ark gra� loam 16" — 18" : Dark gray strong clay loam Method of scracching sidewal� Kn 1•f e . 2 Depch of gravel in bottom of hole inches Date and hour of initial water filling 6—2 3—8 8 3Depitfof ln�ial water tilling 12 inches above hole bottom Methal used to maintain at least 12 inches of water depth in hole for at(east 4 hours Automa tie s iphon ' ,Maximum water depth above hole bottom during tesr 6 �nches � Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 8 : 45 prefill 6 8 : 57 9 : 12 " 1-3/4 8 . 6 15 min 9 : 21 9 : 36 . " " " " " 9 : 39 9 : 54 � " „ " " " Percolation rate = 8 • 6 minutes per inch.� CERT. #00627 , � . PERCOLATION TEST DATA SHEET � � � S-P Testing, Inc , 6-24-88 g ; 5g s.m. ` Percolation test.readings made by on starting a► p.m. 1 J-�� IJ.��cl Test hole locstion `A'��?'� Wh i te Pond E s t��e��mber ' , Datc hole was prepare�t 6—2 3—8 8 Ucpth uf hole bottum 18 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches ; Soil texturc 0 - 18" Topsoil dark gray loam � Methoci of scratching sidewall Kni�e , 2 Depth of gravel in bottom of hole inches � Date and hour of initial water filling , ept �ini�ial water filling 1 G inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie S iphon ,Maximum water depth above hole bottom during tes► 6 inches ' ^ Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 8 : 45 prefill 6 8 : 58 9 : 13 " 3-3/4 4. 0 15 min 9 : 20 9 : 35 " 3-5/8 4 . 1 " " 9 : 40 9 : 55 " " " " " Percolation rate = 4 ' 1 minutes per inch. CE�^, r00627 � . . PERCOLATION TEST DATA SHEET � � „ �S—P Testinq , Inc . 6-24-88 a.m. � Percolaiion test readin�s made by on starting ar 8 : 5 9 . P.m. ��,��, "�'-�'�'-y n White Pond EstH. 4 6-23-88 Test hule location "`'`��"' , ole number , Date hole was preparecl Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil daca from test holc: Depth, inches : Soil texture 0 — 12" � To�soil dark c�ra� loam Methodofscratchingsidewall � Knife 2 Depth of gravel in bottom of hole inches 6-23-88 � 3R m_ 12 Date and hour of initial water fiJling , ept �Finival water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatlC s iphon ,Maximum water depth above hole bottom during tesr 6 �nches � Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes � inches level,inches minutes per ' inch 8 : 45 prefill 6 8 : 59 9 : 14 . " 3-1/2 4 . 3 15 min 9 : 19 9 : 34 " 3-7/16 4 . 4 " " 9 : 41 � 9 : 56 � " " " " " Percolation rate = 4' 4 minutes per inch. CERT. rQ0627 � . PERCOLATION TEST DATA SHEET ' � . � C�-� Percolation test readings made by S—P Testinq , Inc . oa �`24'�8 starting at 9 � �� p.m. � 4 ,��r�, Test hole location (� �-i tL-A , Wh i t P P�n c� F,��number S , Date hole was prepareci h—2 3—R f� Depth of hole bottom 18 inches, Diameter of hole 6 inches Soil da[a from test hole: � Depth, inches Suil tcxture 0 — 16" ' Topsoil dark arav loam 16" — 18", Dark gray brown loam Method of scratching sidewall � Knif e Depth uf gravel in bottom of hole 2 inches 6-23�88 3 • 30p..m,., 12 Dete and hour of initial water fillin,g , Depth of inuial water Cilling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatlC Siphon , Maximum water depth above hole bottom during tes� 6 inches ~ ' Time Percolation Time interv;�l, Mcasurement, Drop in w�ter rate, Rcmarks minutes inches level,inches minutes per inch 8 • � 9 " — 9 . �� 9 : �� Percolation rate = 4 . 1 n,inutes per inch. ' CERT. ;00527 � . PERCOL�TION TEST DATA SHEET � ' �� Pcrcol�tiontestre�dingsmadeb}• �—p TPst-inc�, Tnc . on 6-24-88 startingac 9 : 0,].,__ . P_m. V T�l �.'"�•� Test hole locatioa L � , ��hite Pond Es�fe number 6 , Date hole was rc. �re� 6-23-8 8 . P 'p' Depch of hole bo;tom 12 inches, Diameter of hole 6 inches Soil data from test hole: � Depth, inches � Soil texture 0 — 6" Topsoil dark gray loam 6" — 12" � Dark gray clay loam 'vlethoc!of scratching sidewall Kn i i e 2 Ihpth of gravel in bottom of hole inches Date and hour of initial water filling 6—2 3—8 8, �ep[h�o�ini�ial water filling 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon � ,Maximum water depth above hole bottom during tesr 6 inches ~ Time ' � Percolation Time interval, Measurement, Drop in water rate, Remarks I minutes inches level, inches minutes per � inch 8 : 45 prefill 6 9 : 01 9 : 16 " 2-7/8 5 . 2 15 min 9 : 17 9 : 32 " " " " " 9 : 43 9 : 58 " " " " " � Percolation rate = 5 ' 2 minutes p�r inch. � PERFORATE� lOAMY SANO ca� LATERALS LAYER OABRI�TEXTILE pEqFORAT�O �ATERAL .�'''r��'��'- - - SANDY LOAP/I SOIL- �, i��_'y�• ` ~","�"�`�,�,ri'�Cy GRASS COVER 60NSOILS - .�,•�,.�!'i��:' T P � � , , /• •.!,1. ;:' CLEAN SANO FIIL ,, ,r ;t.;1•' r�-� ';'•' � / ' � - i `�,•,�•' � � �+�!;, MAXIMUM SLOP[-- ' � rr;�� 3 TO I IAYER OF GEOTEXTILE ;�!�t f� F , �• TOPSOII � p�OWED oct �4 Z it iNc"Es i, SLOP FABRIC OR 4 INCHES OF " •`• ' ' ;•,,, .y.�y� ,.� !�' � ��bEaN RocK 7a• HAY COVERE� BY �.•�'� �� : , � � o�sKEo SURFACE BUILDING PAPER , j��/ / z .� uaso�� • z� �+� /� CROSS SECTION A- A I '/ 0 R 2' ,,�?'�:" ,i' i" �i .� J� �F ' PIPE FROM PUMP� •`;•• �� i,j��; � �� J,•• �/� �y,%' ,( � �r � .�i /' t ` /� : J � P�PE FROM 3�"_21� • �,. �� /�, �' •,�� J`� .I PUMPING CNAMBER CI�AN F�OCK , ��'�F � '/��•' ..� � . /,' � OIVERSION FOR . � �� i � � J� SURFACE WATER w � 6� TOPSOIL�, /� • � ./J � Y ' ` � , �, f, �. � � �`/ � � / _4 �� :' �-.c f� �f'/•� �y' `—r�— — —�--� ' -.y.•t =�:.:.;z�- ,. i i ��' � r'� "' %' 3 af' I ; I� ?{�'� ' � t - PERfORATED , _� '� _ ~`�'�� '��9��/ /� MQX, � ..jJ' IATERAlS � ; � . y� �`�_ w�". .W�,.� I[�'" :!'!.�1;, � �� . �� Slpp� , ''%F;'�� '�;.jH��,� I ; � � �•,.'�:: gqNp AN • �:�-�.� 3 •,;�,.;1;�►��,;�:'':.: _ � ; . F� `S 6' �:i. ,.:-�,:` � I � l� �p l �l • l:i::�=:::i��.:., BEO AREA I � � � � . 6R0 qYE •� ~�..;; , I = kEN VP ��:�:. _2r,� �`� — ; -- �' � 4' :_ . _ i. � J BaR�A ,'/ %� . I � ' � � ERRA� r....�.;:�' - a — I , � ; Z i � m — Q �AYFR �-. - - � ' � z i � — � . ' ; I _ INCHE � � ��'f . INCHES __ LAYOUT OF PERFORATEO PIPE I.ATERALS FOf2 - I , ; I PRESSURE DISTRIBUTION IN MOUND —_ ; .— � �-'— — — � �PERfORATED PlASTIC PIPE ��KE ��MAXET�DiKE TOTAL WIOTH ENO ONR ENTER.NP€RfORATION• � RfpRAfION SPA�lN� i . . • • •, •1• \ 512E MnY BE /is: 'hz. � j6•• iS PE PLAN VIEW vIEW pp y,. 2�MANIFOLD � ENO PERFORATION OF A PERFORATEO LATERAL PIPE / " Grou Gover PERFORA710N5 ON BOTTOM OF �� PLASTIC P�PE , ropaoU 90'• �,��--�-�'� !•��•s z-� . . /'y � � a ti ! . ,loanY Sond LoYw�• 'Nch�lay�r el�hov11a ��w1cov«�0 . (ALTERNATE LOCATION "w��n � ro�in pop«) OF �IPE FROM PUMP) ' *---P�rlw lion OrilteJ Hertronially � ' •� Nio C p 1i�or Top END CaP 9Q�. �// �-_'/i PI4� '� � AI l�o�l 12'to Edp. r�R/1� a I k .�.'�' ol Ruk Loy�r Q �'A \\� . , . . •,. ` Pwlaallom Luca1�0 0l -�� FpRAlE 2 PIPE FROM . Uwn sond tay�r eonom o� �oiuo� �� F pER PUMPING CNAMBEq - \ �FN�rN � ,,.,_�_, �_„ --- . _ .. . F-8 REOWOOD, CEDA� OR WATER TIGHT 8 LOCKABIE ELECTRIC BOX—� TREATEO POST (4 x 4 min) ' PIUGS OR ELECTRIC CONNECTIONS— �'ALL EI.ECTRIC CONNECTIONS MADE L INSIDE BOX 2' PVC CON�UIT SCHEDULE 80 6.SP� LOOP OF PpWER CORD FOR MANHOIE COVER CHAINED � LOCKED SETTLEMENT SEALE� MANHOLE RINGS .FINAL GRADE �` AT LEAST 12� ' � � BELOW GRADE U1JIOfJ WIRE FROM POWER SUPPLY - ' PIPE IS IAID ON A UNIFORM SLOPE FROM � /}� , FbF�PROPER NORAINBACK�L TREATMENT l�fiEA SEA�EO TANK COVER �IF PIPE AT TANK MUST BE LOWER TNAN UNION. TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST OE USED WITH ANCHOR---� — WEEP HOLE ALARM FlOAT ON SEPARATE ELECTRICAL CIRCUIT NOTES� EIECTRICAL WIRE FROM POWER SUPPLY START �F.V�9_ � _ Ml1ST NOT RUN OVER ANY TANKS BUT • T - MUST BE LAID BESIDE OTIIER TANKS 3� I `� AND N�UST BE P�l10ED IN CONOUIT AIONG POST _ SHUT-OFF L�EV��Q_ _ � _ _ ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROI F�OAT CONTACT. �0� : � Figure F-8 . METAL COVER �_ _.f. .�r -�_ '�� y. _k ,(. � , . (9 ' ^� � .v:,. ` ';.Y. � .i�_:. �: 1 . i ' I > +, � I I , ; I � � 1 � �i..;}.__�_:,.� � "_ _ I I CONCRETE .,+�` i MANHOLE ' RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figure C-14 . I . . . _ � • ' . VERTICAL SIDEWALL SEPTIC TANK /-FINISHED GRADE --AT LEAST 6"TO 12" SOIL AT LEAST 4" DIA. COVER 4� DIA.� � " ' AT LEAST 1" Mlt�! I AT LEAST I" 1 � .:. ,._ .., _ �.._ � . f � _� T y A DIMENSIONS FOR TANKS WITH VERTICAL SIDES A WIDTH. W 24� MINIMUM ` LENGTH' L 2 TO 3 TIMES THE _WIDTH _ B OIAMETER 60� MINIMUM � 1 DEPTH, D 30� MINIMUM• 78� MAXIMUM C � -L A 0.2 0 - -AT LEAST g 6" MINIMUM; 0.2 0 MAXIMUM _ 6' _ 3� c �o a o - �------ ---AT LE[1ST 4 FEET- ^ -^ NOI E 5: � 1. SN+ilntiY IECS�T IFAST�INCI iES IN 0U6�F.1E(1 �. ►wuK�E COVE�S�ViLL�F•LOG�1EDwti�it+�7 wG+ES Z. l�iE(lE St W l UC O�1E O�1�.�Ot iE M•vy qICS.2o'tF�St r n�E�.w+i�cxE s v�nn Ir�a+x NaE!OF tiK SiXY�cE (Hr,r(liSqNN�IOC�iF(7Wi1��M16FEEfOfALLT/v+K IiECA'��E�iAUSf�SECU[OTOI'fEVL111ACCCS4 W/�115. 6. :1f`AlUI UN UlSfM�CE OCTYIEEH flA�►LEi('f'E AHU �. i,r�eis+'ECf�ON�W`EOFATIEnSf�w(;IiESfliM�f:lE11 NEMESiPOr�IONONRESruLLll3ENOlESSI�w�{u+GES IXtAGWll10lE5iw.LftElOCn1E0CwE�D»f11�EkaET O��+O�+ET1VWt2e+C��ES N10W11L10CVICLS.iMECFl1lElilWCClllf:ltl�/'ECTqf� 6. FOf11qItlZ(XII/�ICYI�!(X1K•J�I.1MlK4WµC115KN�A1S0.�50 ��Syy�p�11iC5N.(AS711ECCNILf11WEC7FIHE ANn011.�N51pNC1."i0.J5n. Mf F lE O�'CN W GS On S/wi I N iv 1 C E S.�71 YnD w51'E C 1 ION p1�[M1J51 RE LOCAIFU�I WCf.N i11E�1LE1 ANL�tX�Il E� pN fLES. — • . ` � PENCI� � �� 'a• . � •,.:.. 6 ,", 20� r�i �� MANHOIE ;, �r � . � � � INLET `,Sr• SCUM �. ; �; pUTLET � ,� •;:''�;OiJTLET LEVEL ��}�'.,�,.r�i I.11 ::f Y i`. _.. --•- - - - 1'► � _.__SCUM CLEAR SPACE -f��;,- CLEAN OUT TANIC WHEN� : __ • �', '�' 74 IS 3' OR L.ESS OR —'— — — �� g '8'IS 12'OR LESS ;, -- -- _- - -_ - 1 � " :� t' . .. . . r. .�,�.''.'.•,.;'.:•••'••' � • ' • . ' ' ' �•`.` :: BLACK COl_OR � ��`�.':��:�:"••� ' • SLUDGE ;'t � �, DISTINGUISHES SLUDGE t�.�:::••;;.::,,.. :, LAYER FROM LIOUID f� ^?"`;�'.:I;.�'�:�. .. . . .� � :� .,.. . l�:� . .l' .4L::• .�W'.r -�:. f� MEASURE SCUM AND SLUDGE ACCUMULATIONS 1 N THE SEPTIC TANK DA E TIME CITY OF ORONO CALLED IN y� � � �� INSPECTION NOTICE SCHEDULED - 7- PERMIT N0. �G�?� � coMP�ETEo '' �. 7 ' ADDRESS � �- " � ' � - � ��i , OWNER � CONTR. TELEPHONE N0. � �� C% �� DESCRIPTION �"�� lL 01 FOOTING �/ 11 MECHA C RI 18 EXCAV/GRADING/FI�LING � 02 FRAMING 13 MECHANICA�FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO M YOU: YES_NO Z � COMMEN S: + S� � 4 � � W a � J O � � O � W � Q � Z W � W � � � ❑WORKSATISFACTORY:PROCEED , PROJECTCOMPLETE W � O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 4 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑STOPORDERPOSTED.CALLINSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73rJ7 OwnerlContractor Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN y J � INSPECTION NOTICE --�`� SCHEDULED PERMIT N0. (�� COMPLETED � � ADDRESS OWN ER CONTR. TELEPHONE NO. � DESCRIPTION t� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FI�LING � 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 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI EPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES NO � COMMENTS: °" � � "" � S � o _ f � 0 � W � Q ti 2 w � W � � d W� ❑WORKSATISFACTORY:PROCEED _; PROJECTCOMPLETE W O CORRECT WORK 8 PROCEED i== ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor Inspector. White Copyllnspector's File Canary Copy/Site Notice DAT ^ � TIM CITY OF ORONO CALLED IN ) INSPECTION NOTICE - — SCHEDU�ED ' --� PERMIT NO. � �5 � COMPLETE /1 ADDRESS '�� '� OWNER CONTR. ^ /' TELEPHONE NO. � � � � , � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/ RADING/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 O6 PROGRESS � 07 DEMO-SITE 27 SERTIL' T. 21 COMPLAINT ^� 07 DEMO-FINAL . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO ME�� N .1w. � COMMENTS: � — � "" �`- f � � O _ � f _ � O �� -�� W � � Q � Z W � W � � d W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � � CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED ❑ INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in a vance.473-7357 Owner/Contracto Inspector. � White yllnspector's File Canary CopylSite Notice