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Home My WebLink About1997-009439 - new septic system - PERMIT ` CITY OF ORONO PERMIT TYPE: _ _ _ _ _ _ 27�0 l4e4;;y Parkway- P.O. Box 66 �-�` �_ 'tir:� _. . Crystal Bay, Minnesota 55323 Permit Number. ``=:��__�:-� (612) 473-7357 Date Issued: - - _ -- SITE ADDRESS: .....»��t.! _z��i11=_+:�'g_%W i_� .... . ;�i� DESCRIPTION: � _._ .....,. .. _ . _ �:.. , :_�,._;.., : : ; �. � ., ; .._-.._. _. _. _ __. '�,�1'(fl j..�' ��,c�,.� . ..ry;�i}� _o_t=.-;:s, ��_�r�. `;�:;4L:�,: {, ':k:��.�-;� �:��:3��f:: i�yF°�,� ,;�=::=�Zfi!��;l�:� REMARKS: FEE SUMMARY: '_�f.f�'�'i")_t j'�^�t�; _......�_�._. .�.�t�: I �t�1_.� :, t-F•=�� —��t-„s...:_�t3 CONTRACTOR: �- . . .- ._ _. _ ... - OWNER: _ .. , _ F��:��;� _. _ . _ . - __- . .�€{�_ •.._:: y. - � � -•; r=�-:�,^:r F i �:E��r�_� _ i � �.�..1 _ _ :s i.'��.: w=`.:_�:-•.��'•av�i`Y ��-•. tt - � ,�•.� � ; *>i;:: .=�!-.: : �='r.;`�"t'�"i'€ . P�= r�:= ,..; i_�r�.�-: ! , ' '� ...; ,, , !,., ._, _.W _ y; _.. : `.t� _i'�%.. L_t�'i•.'.�f.ef`tGL� ! ._`._.,_ .� _. _;..• ? � ,...1F'�i.f _. _.�I,,s�`,� 1 I_I i'i��':.�-. ! ;- E 3 ' '"�i`v��i ;wi�''�i.,!,�.-j�� ?j��j''�`a��'r.�;_°.; '-`_? .,. .. ..__ .. .:�;�'. .E f'� ._= f�`.�{w i t_,'.�—i�s `__,L.°' . . ._ . . .� . .. ._ . ...,,i�''� g�� {��"s:t_�t F=-�t -, .�_'�r . .°a .t-' .�.�`�.., _ i�. . ._ a . .....'<1_! 3 ��; ��_�y�„I T�. `'•i ' � � _ _ .. �. . _ �.._ �.. . . ,. � � � �� - � �� APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE . CITY OF ORONO SEPTIC SYSTEM PERiI�IIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, Ni�t 55323 JOB STTE ADDRESS: ,� .� o� ��a��uJ�� _: �� Occupa.ncy Type: Residential � Commercial Other Permit Type: Ne�v or Repiacement 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 Owner's Name: �;R�'n n^ R,i��{. �r`,`� S _ PhoneNumber: 3� a2��5�42 � Nlailing Address: (�o lLo� w City: � ��-: �p� S�3? � Contractor's Name: ' � Co�s . M�(� PhoneNumber: �� t? --,�.�'� -�3 7 7 Niailing Address: r u � I Cv �� 3S (�t, City: �d�� Zip: S�3 z/ DO NOT I�iAII� PAI'I�IENT K'ITH THIS APPLICATION GEYERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will no[ be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit 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. Desi?n 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 followi.n� 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 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 holding MPCA Installer Cercificate shall be present durin� inspections: A 24-' hour notice is required for all inspections. �'1�-�-\ � � NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. � 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be instal in� the followin�: A. Tanks: � Precast Concrete _ Other Manufacturer p;� R tn_,�:�, Tank Capacities: 1) I p �'Cgal. 2) �gal. 3) �gal. B. Pump Station (if required) � Pump make & model ��k= /��' L `� (attach pump curve & literature); system desi�n requires gpm at feet of head. Hi�h water alarm make & model ,�-�� __Ir�, !- � . Outside � ' electrical work to be completed by installer electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. X Mound Depth of rock below pipe " Rock bed dimensions �� 'x �O' .� l Drop Boxes Sand bed dimensions �'x� Distribution Box Pressure Dist. Pipe Diam. �_" Maniford Pipe Diam. � " D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) ��`- trucked in The undersigned hereby applies to the Ciry 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. ,� SignatureofApplicant: �� /�_ -- Date: � MPCA Certification No.: � � �,� Staff Review: Appr va Denial li'� ��✓ � Reviewer: Date: Reason for Denial: � � .Q� � � CITY OF ORONO Q . Y" � �.� � E , � S PTIC S'Y STEM APPROVAL O_��\ O ��._ �r��', - �o �I'TY of ORO�T� ��- �a ��,:�. �'� r,2��y' � NSunicipal Ofl3ces � .)'y,�� ti, Post Office Box 66 �L �r,� ��'�G Cry�stal Bay,Minnesota 5532.3-0066 c �kESH.04� � LOCATION: 2280 Shadowood Dr. OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: � • W. Lunser Co . �pORT DATE: April 3, 1997 The City of Orono has Approved your on-site system design as of June 6 , 19 9 7 (approved-disapproved) (date) with dle following corrunents: 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 �nal 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 VEHICULAR 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 � By � � � ,L� � Stephen c an, On-site Systems anager TELEPFiONE—473-7357•FAX-473-0510 � ' M.P.C.A. � - C. W. Lunser Co. Perc Tes[ing& Septic Designs • Soil Boring& Septic Eva/uations Licensed& Bonded South Village CERTIFIED 2233 Roosevelt Road #10 Bus: (320) 251-2851 St. Cloud, Minnesota 56301 Fax:�20) 251-2851 April 3, �7'L`�' °�a This system is designed for a 4 bedroom type 1 home and is designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and with local `codes i.n effect at this time. The soils on this site are typical of SCS soils mapped-Kil- kenny and Lester clay loam. MottZed soil in the absorbtion area was observed at 33" and standing water was observed at 24". r»�p to the evidence of a seasanal. hiRh water table a pressurized mound system will need to be installed. The bot- tom of the rock will be at least 3 ' above the seasonal high water table. The highest percolation rate measured out of three tests was 68 mpi and the average of the three was 46 mpi at a depth of 12". With proper design the soils are adequate for treating septic effZuent. A pumping station will need to be installed to lift the eff- luent to the treatment area. The manifold and supply line must have back drainage to the pumping station. The distribution pipes shall have their ends capped with a 1 /4" hole in the crown of the cap. Be sure the rock and sand fill material is clean. The sod layer below the entire mound area must be turned over. just break up the sod, be sure not to over work. The power supply and all switches must be located outside the manhole in a weather proof enclosure fastened to a treated post. A warning devise must be installed with a light and a sound device in case of pump failure. Al1 neighboring weils are located more than 100 ' from the pro- posed tanks and treatment area. Keep all heavy equipment off the proposed treatment area. The treatment area has been marked out with lath and is roped off. With proper installation and maintanance, this system should have no problem in treating septic effluent effectively. Re ommend to pump the septic tanks annually. W ! CLAY N W. LUNSER C.6d. LUNSER CO. . � � � � C. W. Lunser Co. "".P.�.A. Peric Testing& Septic Qesi�s • Sail Boring& Septic E•�aivatiorts Licaensed& Bonded �� Ea Q233 Fipo�Fload#10 3us: �320) 251-28�� St. Ctot�. Minne�ora 563Q1 =�x: :324i 251-?8�1 LOG OF SOIL BORINGS Project For: File #:SD0400297 SB0400297 Boring #: 1 & 2 Last Name: Stonelake First Name: Wayne Address: City: LEGAL DESCRIPTION OF PROJECT: Lot-3, Blk-1 , Shadowood Farm Soil mapping unit(s) : Kilkenny & Lester clay loam Soil map page #: Borings made by: CLAYTOPT LUNSER Date of Borings: 04-02-97 Classification System: U.S.D.A. Type of Auger Used: bucket Depth of Boring: #1 =26", #2=36" Mottled Soil Found: �{1 =N/A, #2=33" Bed Rock: N/A Water Table Found: #1 =24", #2=36" Boring findings: #1 00"-20" Hue 2.SY 2.5/1 , b2ack silt loam 20"-26" Hue 2.SY 3/i , very dark gray. clay loam with standing H20 at 24" #2 00"-27" Hue 2.SY 2.511 , black silt loam 27"-33" Hue 2.SY 3/1 , very dark g�ay clay loam 33"-36" Hue 2.SY 4/4, dark grayish brown clay , with 30$ 2.SY 6/8, olive ye1. mottles at 33" and standing H20 at 36" Minnesota State Certification # 966 ''� �.�, .v� �._� Clay� n W. Lunser � C. W. Lunser Co. '��P��- PerC Testing& Sept�c Designs • Soil Bonng& Septic E�ra/uations L�cc�nsed& Borrded �� n�� 2233 Roa■aaeit Fioad#10 3us:'c 320) 251-285? S� Cbud. �56301 =ax: :3201 251-�85? PERC TEST LOG SHEET PROJECT FOR: FILE#: SD0400297 Stonelake's Remodeling & Repair PERC#: 1 Site: ' LAST NAME: Stonelake FIRST NAME: Wayne H.PHONE: 320-286-5926 ADDRESS: W.PHONE: CITY: MOBILE: LEGAL DESCRIPTION OF PROJECT: see soil bore sheet SOIL DATA FROM TEST HOLE: Depth (inches) Soil texture Soil color 0-12 silt loam black ----------------------------------------------------------- PERC TEST PERFORMED BY: CLAYTON W. LUNSER DATE OF TEST:04-03-97 TIME PREPARED: 8:15 am DATE AND TIME TEST HOLE SOAKED: 4-2-97 10:30 am DEPTH OF ROCK: 2" DEPTA OF HOLE: 12" METHOD OF SCRATCHING TEST HOLE: fork METHOD USED TO MAINTAIN 12" OF WATER IN HOLE:tank float MAXIMUM WATER LEVEL ABOVE BOTTOM OF HOLE DURING TEST: 8" VEGETATION: grass ------------------------------------------------------------ PERC RATE = 40.0 mpi � TIME: INTERVAL: WATER DEPTH: WATER DROP: PERC RATE: A: 8:33am:START :6.00" . 0.72" : 34.7 mpi : 8:58 :25.0 min. :5.28" B: 8:59 :REFILL :6.00" . 0.62" . 40.3 mpi . 9:24 :25.0 min. :5.38" : C: 9:25 :REFTLL :6.00" . 0.62" . 40.3 mpi : 9:50 :25.0 min. :5.38" D: 9:51 :REFILL :6.00" : 0.62" . 40.3 mpi : 10 : 16 :25.0 min. :5 .38" E: :REFILL . . : . F: :REFILL . . . . . G: :REFILL . . . . � . . :..+ INFORMATION IS CORRECT AND ACCURATE: �/ �t/` r CERTIFICATION # 966 LLAY'I � . 5ER'- � � � � C: �Y. Lunser Co. ^^.P.�.a. Perc Testing& Sepilc Designs • Soil Bonng& Septic Evaluations Ucensed& Bonded �� n�� 7.'L33 Fiaa�relt Road i�'t 0 3us: 13201 251-285� S� Clottd Minnesam 56301 =sx: ;320) 25t-285� PERC TEST LOG SHEET PROJECT FOR: FILE#: SD040029' Stoaelake's Remodeling & Repair PERC#: 2 Site:1 LAST NAME: Stonelake FIRST NAME: Wayne H.PHONE: 320-286-5926 ADDRESS: W.PSONE: CITY: MOBZLE: LEGAL DESCRIPTIQN OF PROJECT: see soil bore sheet SOZL DATA FROM TEST HOLE: Depth (inches) Soil texture Soil color 0-12 silt Ioam black ----------------------------------------------------------- PERC TEST PERFORMED BY: CLAYTON W. LUNSER DATE OF TEST:04-03-97 TIME PREPARED: 8:15 am DATE AND TIME TEST HOLE SOAKED: 4-2-97 10:30 am DEPTH OF ROCK: 2" DEPTH OF HOLE: 12" METHOD OF SCRATCHING TEST HOLE: fork METHOD USED TO MAINTAIN 12" OF WATER IN HOLE:tank float MAXIMUM WATER LEVEL ABOVE BOTTOM OF HOLE DURING TEST: 8" VEGETATION: grass ------------------------------------------------------------- PERC RATE = 30.0 mpi TIME: INTERVAL: WATER DEPTH: WATER DRQP: PERC RATE: A: 8:38am:START :6.00" . 0.84" . 29.8 mpi : 9:03 :25.4 min. :5.16" B: 9:04 :REFILL :6.Q0" . 0.84" . 29.8 mpi . 9:29 :25.0 min. :5.16" C: 9:30 :REFILL :6.00" . 0.84" . 29.8 mpi . 9:55 :25.0 min. :5.38" D: :REFILL . . . . E: :REFILL : . . : F: :REFILL . . . . G: :REFILL . . . . . � � . i � �� INFORMATION IS CORRECT AND ACCURATE:�.x'�'�' �� ;c CERTIFICATION # 966 CLAYTON W. LUNSER � � � C.W. Lunser Co. "'.p.�.�. Psr�7esting& Sennc Designs • Soi!Bonng& SeAtic E�aivanans L1C81f3@d Ec BORCBd �� EPIT1FlEfl ?.233 Roo�reK Rosd#10 3us: ;32U1 251-285� S� Claud. Minnesorta 66301 =ax: �3201 251-Z85� PERC TEST LOG SHEET PROJECT FOR: :ILE#: SD0400297 Stonelake' s Remodeling & Repair PERC#: 3 Site: ? LAST NAME: Stonelake FIRST NAME: Wayne H.PHONE: 3i0-286-5926 ADDRESS: W.PHONE: CITY: MOBILE: LEGAL DESCRIPTION OF PROJECT: see soil bore sheet SOIL DATA FROM TEST HOLE: Depth (inches) Soil texture Soil colar 0-12 silt loam black ----------------------------------------------------------- PERC TEST PERFORMED BY: CLAYTON W. LUNSER DATE OF TEST:04-03-97 TIME PREPARED: 8:15 am DATE AND TIME TEST HOLE SOAKED: 4-2-97 10:30 am DEPTH OF ROCK: 2" DEPTH OF HOLE: 12" METHOD OF SCRATCHING TEST HOLE: fork METHOD USED TO MAINTAIN 12" OF WATER IN HOLE:tank float MAXIMUM WATER LEVEL ABOVE BOTTOM OF HOLE DURING TEST: 8" VEGETATION: qrass ------------------------------------------------------------ PERC RATE = 6$.0 mpi TIME: INTERVAL: WATER DEPTH: WATER DROP: PERC RATE: A: 8:41am:START :fi.00" . 0.34" . 73.5 mpi : 9:06 :25.0 min. :5.66" ' B: 9:07 :REFILL :6.00" . 0.34" : 73.5 mpi : 9:32 :25.0 min. :5.65" C: 9:33 :REFILL :6.00" . 0.37" . 67.6 mpi . 9:58 :25.0 min. :5.63" : : D: 9:59 :REFILL :6.00" . 0.355" . 70.4 mpi : 10:24 :25.0 min. :5.645" E: 10:25 :REFILL :6.00" . 0.385" . 64.9 mpi : 10:50 :25.0 min. :5.615" F: :REFILL . . . . G: :REFILL . . . . �-z- ^ INFORMATION IS CORRECT AND ACCURATE: /� �_� J--�-,-�-.:-% CERTIFICATION # 966 CLAYTON W. LUNSER . MOUND IIESIGN WORKSHEET „ . �Foc F�arws up to IZ00 gpd) , }. ''_�� iwt�r—iY�ap�M► ! �alfi��lt�� G ��p�a�es D-7a�I-3.4.5� � I aC��7CZ.g� ar�..��t ��f tv I , B. �/I1{��► � - '�L = ! � m�s iis° ��Y �r �.L� �� • r � � �d i "'a� �r 1 'e�o gatiaas tse+�psges C 3 orC�� . -• � �� ' ,. � � ,� , �a� �es � � G SOIIS(referto�te evatit�eio�t) * �•1 a� .s .,�.� 1. Depth to restrict�ng layet= ! �" in� �� Z Depth of pacolation tests a . - „ inc� "�"��'.'""f',.'�""� 3. Percolation rate C�� mpi ;-„� I �•.. �� 4. Land slo � % `-• j `� � pe ��•+ m. ,a„ ...., I ' _ � ; D. RiOCK LAYEK DIMENSIONS I. Multiply flow rate by 0.83 to obtain required area of rocic layer: Daily Flow x 0.83 = �c.•� gpd x O.�i sq. f�/gpd =:._. .. �.ft 2. Select width vf rodc layer(10 feet or less) _ � '� f� 3. I.ength of r�odc layer=Ares-�Widtla = ��^ sq.ft+ �C f t = = � f t. Rocic Bed '�'�"'�.�.��.r•S�� N SiOft E. ROCK V�LUME ,�,_ � _� 1. Muitiply tocic az�ea by rocic depth to get wbic feet vf rodc; 5oc sq,ft x�_ft��o cn,ft Z Divide w.ft by 27 cv.fticv.yd. bo get cubic yards; 5oc cu.ft +27= ��„_ctt.�d. . 3. Multipl a�ric yards by 1.4 to get weight of rock in tons; �cu.yd.x 2.4 ban/cu.yd. =Z�tons. F. ADSOKP'IION WID I�i I. Per�ulation rate ia bc� 12 inche.s of soil is�,mpi �•w�s sa�� Z Select allowable soil loading rate from table on page E; �"'�'� s.�,�.... p.� �- o•= gpd/ft� ��.�.;l� ....... .� 3. Calctilate adaorpt�on width ratio by dividing rodc layer w......a, �,...s�.. toad�ng rate of 1.20 gpd/fts by alIowable soil Iosding rate; ai:.�» rwa"'...» a o `zo�'o -, ,. sw�J s..�ur. a» ts! I.20 gpd/ft=+O•c..� �/ft2= -, .____?�,,,_ ��»as � aw us Cheafc this r�alut on pwge E-16. :`s�o � o°:s° is, 4. Multipiy adsorpdon width ratio by rock layer width to get �� °`�` '�° � requircci adsorption width; . _ = x �_c_ft= _�� fr J , ' ' _ fa ��- . :r�:�„'�;;,��!i■�l�T _ - �_� _. , �it�� so .�e.arno» ar . ro.aw.,m �.� L M■��L6�'�P�hour(IO gpN 10 se�y s��sd of a..w �� Z Ma�t�e�d fordeitver}*to i devp booc af a t�e�t is 2.700 g�li�per hoar(45 gpm)to pre�nt baiid-��P�'�A d�ov boac- �::`��.�.a..�...� �f-'u""�,.,;:�'�.�,.�:+• �.... Pres�rDbte�bstiaa ar�....r 3. a. Seiect mu�ervf perforated laterals__ ��` �,.�..-...... b. �!'[� lf011 fl a : �►�� . s�� g �.��E�. c Subtrxt 2 f�frvm the rocic layer iength, e,,,�,,.,,�„� ..�..�• ��--�-2 f�= ft. L°'w"�s.r �.�rp arMw d. Deletmine the number of ces between �"""`•'••'"•• spa perforations. �$W pei�•spK7�g= f t.+ f t.= SpaCes TABLB OF PBRf�RA'nON e. �t 1 a �fOf8t1011S��att'!a� �ARC2iIIdC�1 ' f. Multiply ptrforaticns per iateral by number of laterals to t�.a �e„d�„�� get tolai rnsmbe�of petforations. �'. X --�= perforation�. 'la '/. i.a os6 a» & �" x"",.r gP�' i.sos o.e � is o.aa �,» SF3.ECTED PUMP CAPACITY �"'� gpm �.o i.t3 �� s.o �.za �.� 8.Debermine head re�uirea�entx 1. Eitntion diiference brtween pump and point of disd�arge. •u..�.o toocat t..a tar n,�� _ 13 feet �•zo�d�.�arer�r� Z jf F��pinB t��pe�dtsteibution systcm,add five feet for pre�ure �qnired at rr�asafa� �_fee! � 3. F�ction b�s p��t� s. Enter fricdon loas taWe with gpm a�pipe diametcr. � �tad trictlon la�ia feet per 100 feet f�n tabie. �°��'�"'�° F.L• 2-_,� Et/l00 ft�pipe ��,� bs. De�ermine eobi pipe length f�wn pump ro d� point Add 25 pez+cent to pipe length fo��tting . 10�►orax a fittlng lo�a chart. Equivaient pipe F-iab kngth-IZS times pipe len�th: . ��_�_X 1.25= ,"<:`` feet ;R��..� '��.��;ineh c. Cakviste total frictfon lo�by muitipiying � frfctfon loss in ft/l0a ft uivalent 10 (�69 0.2U bY eq P�Pe lcr�gth. 12 u.96 0 2E Torai friction loss• �ole.=-S x "=.___ w=,.100=`Eeet ia 1.2s 0.3s 4. Totai he�d rsquired;s the�um of cfevation differ�ence, 16 1.b3 O.aB aQecisi l�d:equie+ar�ts,and totaf friction lo�. 13 20I 0.60 ZO 24� 0.7� . 0.11 23 3•73 1.11 0.16 � � + �� +_ _ 30 5.23 t.SS O.Z3 (l� {7J (3c) �- �•� � 0.30 V4Q. 11.07 �6,�•' 0.39 45 t4.73 3.28 0.48 Z'OTAL HEAD : fee! Sfl 3.99 0.58 55 4.76 Q,7p C Pnmp selection � 5.60 0.82 I. A pump must be seiected to deliver at least `"'_gpm (Step A) with at least -.�� fee! of total head (Step B). . :. � • . • � - ,: � • ' . . -- � _"v�=#� :�. • � � �1� ' . � �.= -- - . :��3�i_� � � !--,�.�-- ��_,�..�.,�... ,-�� , T- � �� vtl�=Cat� �;,y� ; - —s�mme�t :� Z Calculate�I1�Per Inc�h There arr 7S�s I�er c�i�foot o=volume.thereiore pou mast a�nitiaip the ar� times ti�e co:tve�iort raaor and divic�e by 12 incu�Der ioor to caia�iate �+ea x 75 ggit 3•.IZ inc�pQr ioot �°��:�: �8.'.I_. X-5�I2 �Z,3_;,,8(galloAyiach 3. Calculaee C�I��P(with ?incite,s oi svater covering PurnP� ��..:ss,�►a;s�ia Gauo�pe�aa� (Heig�tt{in)+2�) xgallons/incis(� ( ) � _ ca � _�`f_+�i x�?. / :�80,��p� .vumomr � T�; II� T 4. �late Total I'�out Voltume a�� T''� ,�"P`�u� 'I.� a. To�� size for 4 to 5 D � � 2ZT I� Lov �♦,�s ,`.� P�. aPerado�s petday. � , ;. �� -c `� , gsljprg per dp� Z 600 373 � � � j. �� ,53 S 730 aSp � ..s 2' ��tiotn�e a�PiP��?��pc I00 fa� T � 6saZ.�T 33 O .�,. �. t�tu��.te��7►�a,�c � at„= $ �oo �s ao� ,� �_fxtx �.�t �IOQf�= Zy �as c Totai pu�p�� i'�dc i ,:�.. -:'� t 2 p ,�_t,,,,.�doae+ -,�,; �p�: 'Z`�„�{ �i'� 4.4 - �— �,_...�■.� 1,� 7TT I� � C�Vd�e farAla:ae t i-5 IOS8 typicailp Z bo 3 in� $�a�linch t�?J= �,.�:L3.�r:�r�, � ?-s Za,87 � � 38.� �- Calc�la�e Rexsve CaoaciL7r(759'o tlee dailv ftow) 4 �,j Da�3p flow(sse pa�e D-7 x.75= . 0o x,75=��om i. CaIculate totat galtons - Resem C�, B+�O��r P�a+gallons purnpoue+gallons alarm+�ilons raerve ca�zy �3��4 c+#5+�6 =��'e��"'�=-�_,Go �4`C�� c Q l,�a7 SQsilons �. :�t� 3. Tocal Depth {Toeal�allon divided bv oailon per:ncn) � ?�°0° � '1'otal Callon(�;�-�ailan/inrh(#Z} • 'c " _-`_ � � - ~� � _`�� Totat Pu�^o blun:� _ =i�� .-�-- - I � .� ut� , � ?�Off � � :. :�oat Segarason Distanae(ecuai toq!Dumpout voiume: � �� Tata!pun+pour�rolume(�4c�•.�allons/inct:i:2) ��,��•� • � 1 a„1 — i iliC�ilS - � ,� -------�.••�.....��a�a+�w�s�►Cr r1Ii4[ilRp�1 " ~�L Q�Q��C��b0�60� ,.;,�•�... � -�'�.� :�- .•, C n � ��_ �,,,�� t .•� . �� Z � � ai�ri�■ea�a�t�eometerq; � ��fJI at u�ope edge o�:ocic lay+�� r__� b Multiplyrvdc Iayecw�t. b'y I�°adsi°Qe t°de�ine�P ,..,._ in elevaha��;�D�� ..�_x=96+I00= �_4o feet ,`;.�,�� c Add depth uf ci,ean sa�d depth of dean sand for _,,,. �� o�-+'' i ,�. "` separation at upsiope edge(Za) to depth oF rocic laver to�`� �.. roc�c depth and the depth of cover to find the total mound � height at upslope edge of rock layer: :�c- �` I ._ft+ 1 ft + 1 ft- �� feet d- Entet table on page bottom with landstape and upslope dilce ratio. Select dike muitiplier of 3,ti� e. Multiply dike nlultiplier by upslope mound hefght � to get upslope dike width: s,�r�X ` ,� _ � feet E Add the depth of slope differenc�e(Zb) to the upslope height to get the downslope height 3.——+�=.`_feet g• Enter table at page bottom with landslope and downslope dike ratio. Sdred ditoe muItiplier of�;,�`, h. Multipiy dike multiplier by downsiope mound height . ��G��_x\"�,=��-�rG` L �Pare the values of sCep G I and Step�.2h. Seiect the S��'o�values as the downslope dike width; j. Total naund width is the�]}� /�y� .�y•�:";``�'p}}' '� yy u-) tY_� �1N��{/� '�•~�jL.tt��i��`� '�f�{��{�15��'V� �PI�� width pl � - '�� • y�,�, �.N. p1��`• ��.��1 J,Z. ,r.., i � ��VA1�(Q� �Kr'�J�'�ri\�.�.Swtrt� ��•+rSi�.1�:�1►L+�+`ti{��tti�. � �4f•~ �� y ♦ �tiJ��r£�: L�+,�ft+�fr= 4.. f� �p�''�N�YM�aZ:4.w+t: •�K�e�iv- �e.te.L�V.�vi��'�,;- `: k Total mound]�gth is the sum of upslope �:-.��~�%'�'j+5��i�":•i:h:��;�i�►�'Zr�.r-�- ��K�Y��•�/V�� ': •1 '��r.1� tti+1�ti.�.��.�;+ft�d.�.t.;��:,•ttft�•'� leng p;us r;:;::�".t;;��; c f�;� t�. • � � • �4� ��] width• • i .,y�.�:.�.�� t�w:.. � . r��dl�te . -- ~�'��r.'��Lr:v;;f�;rS�4:` :y`�r�i;l+.t4`�r{L{�r=`�.�''y;;:}�:4� 1 Z.. � O ::�:.�:.L.:.• . .r +�_ft + �'' ft -'� feet ��'�•-.-:.:v:.�.:..:.;.�:.:.:..•...�• ------ � a �� f��TaW Lw�-•.:�.4 �......��—....�� a � a r.� kf � i w M tl •�� o �, u � � �.o � �p u� s.x� sar �sa z� �'0 sa ae s.o u 2 �.�r a,a us t� �� n s.a as� �.a � �� s.rr1 - � � `�• � �.s� s ts ua Ere :sa� aa zw +.�i� zr ''� "s sa s�r �� s �st _ s.as av �s� � �.» �.M �,� � � �k s.s� �.t� r� ix�a� ;u �.ao �.n s.» ss� � » sss �.w �ot� u.n � �.xt �.as �.a s.a s.�� .� ss -w �is. z" �ar �.�u ..a �.�e s u � �.JI ia 1.0� !].01 I�.�2 � ].m JS7 �.� �H �• 19 Il! l0 f0.0 ISm 7].7I .+.71 7'� ].�fi 7.10 170 /fS I1 �Y �.it il.tt tftS 2.AL ]31 I.7S 1.t2 �N t2 �M !.N IZi9 71A7 .in 2.2! Z!! ].n �.N 1.1s �� :.m �.�: s.�� .a �o _ = L �� 3 �.. �_____,� �:' i�lr�u� ..�+.�.a...�.s+r�s: Z ' _ ?�fe+� .►r� �'`'�"�.�.:...°" a�w��..�.... � �ca.w.. .. �- � ID�'EG.C�� ='�s•�... � , `""'�.c... :-•� � ' _ a� �s:s. a�. . �►�r`�`� ��w ii�C��i�Q�r . ' Cii�� i1��tar� 5.�...�a �.a,^. � �...,....�,r„� Anlsl�i�lt� .•�� De�e t3te�a�sDa�oes be�veet . Divice t�te' �_ =�3��Y P�'o�ason s�a��aad:ou�aa � i �..� I ,�' GOTMii tO�t wli0�IIt3ntt7� �.. , . o�� 1 ��- I �� =��_�►4 �; -:�� _ ��..�� o.eo , � �J) �•} acTs�iera�i�ia�i�iia�� 5 Numb�or�fo�ati�ons is eauai to one pivs�fte aumitier oi �w•��+t��:�•• � P��- 1=sgaces r 1 =, `�p�toratiorsrlaterai ��°e �°O��a�� d�eva�or . �� 1 � Z 6. Muitifllp g�iaratiaa�s peT Iate�al bv n�aPr o�Iabez�is to � � 1� k g+ettotatnumu�ca� . 25 14 I8 Z.E ,� X �=_p��,g 3.0 I3�� 17 Zb 3.3 12 I6 �� ? ��s 4.0 II I5 23 �Ot�°�'°�� P� 5.D IO I4 Z . S I � 7� � ��al. � �.w��r a�v w�re�sne. � � 8. 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'"l"• � �.04*/- �} q,;w�SS �..,,ill l�na�ey � � �� i� ` f��b _ � - r�z.00�.!- , �'��$��f"� � � / � � \ A� ` h�ra;'10 crl w e(�,,.� / f v � '� ` � b o ��p,,9 � ,��°' �t� .� `�, � � f. � �� \ � o'F , ,.� � � /� � . �� ,,,�� y +�''� � � �, _,.: ',t �`• � � � �,�a�y �k�i� ;:fr�z, .�� '� �+f -F+-�'C'OT�Iff� ,,� , � �� \ ,A�-F _� .....W........,........... ��'0a#AfiF hid'�. ,.,.�.._.v � f�.r rv : : !, �i� ��,�,�{1�t.� '. i� .��r,d-c�>'v�.�7 t^:��"i-i Ctl�`b�'�.�°.��'B�NS �S N0�'Ef� � r,;;`�-( �qF��t�i�VE� — C(3s?�� : r�E�UBN91T cs� c�t!,zmR.r�ts arx tor you► lrfi�,�rat�L�C•n. P,II w�rlc �haf! :�t�., +�;a �.:��,>t�nc� w;�h a!i �;:.,+,.:,�i� t.?t"+�:r',� � m��rir�y c.�ce :, . ••r�ent+a inciuc?+n� items �ts,? s�c�fftC�fiy nct•_�ci ;n ttils r�i.^F � , , ,.��, Rt�rv S��t �.y� �,r�E 4� �zt.i �;h., - �1�� '� CITY OF ORONO CALLED IN � INSPECTION SCHEDULED ,3,30 PERMIT NO. OMPLETE ADDRESS . OWNER � CONTR. TELEPHONE NO. � DESCRIPTION � Ot FOOTINO 11 MECHANICAL RI 18 EXCAV/GRADINO/F�WNQ � 02 FRAMINO 13 MECHANICAL FlNAL 79 LAI�SHOREJWETLANDS Q 031NSULATION 24/25 WOOD BURNEH/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK•UP O6 PROGRESS E` 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPIAINT J W 07 DEMO—FINAL SEPTiC INS 22 FOLLOW-UP = 09 PLUMBINQ RI 23 SEPTiC FINAL 35 HARD COVER REMOVAL � 10 PLUMBINO FINAL 28 CEDAR SHINGLES 36 FOUNDATION REM AL Z OWNER�CONTRACTOR T ME YOU• YES NO � `- � COMMENTS: � i W a � J O �. � O � W � Q � Z W � W � � W WORKSATISFACTORY:PROCEED C PROJECTCOMPLETE ❑CORRECT WOHK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTEO.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for th ex insp ction 24 hours' a vance.473-73�J7 ', OwnerlContract Inspector. White Copyllnspector's File Canary CopyfSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _��:�� , . PERMIT NO. �1�'�%� , co PLETED �' r ADDRESS � OWNER CONTR. TELEPHONE NO. � DESCRIPTION � � 01 FOOTING 11 MECHANI L RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 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 Z OS FINAL 14 SEWER HOOK-UP 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 2$CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEFT�OU: YES�NO. � COMMENTS: � - � � � � _ � / a � ' � � 0 a -- � - 0 � W � Q � Z W � W � � d WORK SATISFACTORY:PROCEED PROJECT COMPLETE W � L CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY w O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. - pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ^CITATION ISSUED ❑ INSPECTION REQUIRED.CA�L TO ARRANGE ACCESS. Call for the next inspec 'on 24 hours in advance.473-73�J7 OwnerlContractor o Inspector. White Copylinspector's File Canary CopylSite Notice DATE T.IME CITY OF ORONO CALIED IN - -Gf 7 ��Ci � INSPECTION NOTICE�, xC, scHEou�Eo - 7 �'�v i PERMIT N0. �� —J � COMPLETED ADDRESS C--� ��,Q �_ ,f OWNE CONTR.�j�>-I�� c. �'x��t.c�a.�z�cy TELEPHONE NO. �� • ��Y.- - ;�-�,�7 7 � � DESCRIPTION , �C��f ,h v � � Ot FOOTING 11 MECHANICAL RI 18 EXCAVlGRADING/FILLING �Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z O5 FINAL 14 SEWER HOOK-UP 06 PROGFESS �` 07 DEM�SITE 27 SEPTIC�t1Al�L2_,� 21 COMPLAINT J W 07 DEMO—FINAL fc�3 EPTIC INSTALL.j 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOU DATION REMOVAL Q OWNER/CONTRACTOR TO �U; YES c�„ COMMENTS: �` x � �' � 7J � � � � � � � � O a � n o / ' � — W � Q � 2 W � W � � d L:WORK SATISFACTORY:PROCEED : PROJECT COMPLETE � C CORRECT WORK&PROCEED _ ISSUE CERTIFICATE OF OCCUPANCY W O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING pERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. — pHOTO TAKEN INSPECTOR WILL REfURN ❑STOPORDER POSTED.CALL INSPECTOR -' CITATION ISSUED ❑ INSPECTION REQUIRED.CA�L TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 7�73�J7 OwnerlContractor Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN =_� INSPECTION NOTIC SCHEDULED '" PERMIT N0. �3� OMPLETED N ADDRESS OWN ER CONTR. C TELEPHONE NO. � DESCRIPTION � 01 FOOTINO 11 MECHANICAL RI 18 D(CAV/(iRADINO/FIWNQ � 02 FRAMINO 13 MECHANICAL FINAL 19 IAI�SHORE/WETLANDS Q 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 O6 PROGRESS ~ 07 DEMO—SITE 27 SEPTI�AN�dNfi� 21 COMPLAINT J — � 07 DEMO—FINAL E�. 22 FOLLOW-UP _. �_. = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINCi FINAL 28 CEDAR SHINGLES 36 FO DATION REMOVAL Z OWNER/CONTRACTQR TO YO : YES NO � COMMENTS: � � W � � a � � 0 a � 0 � W � Q � z W � W � � d WORK SATISFACTORY:PROCEED - PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFOHECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. L pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR _.CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for th ne in tion 24 hours in advance.473-7357 OwnerlContra Inspector. White Copyllnspector's File Canary CopylSite Notice CITY OF ORONO CALLED W - ��E�n � T�ME�Q�� a CJ INSPECTION NOTIC�y3�� SCHEDULED 7 �� "9� � PERMIT NO. OMPLETED ADDRESS �o� O� iJzcJc�� OWNER T..�.�4%Q-d�Yi'1 f�'�-�-�� CONTR.��-�� TELEPHONE NO.o��, 'S�`�oZ�- �o�i�2 f 4CLr�tU�i��. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL � �L. 22 FOLLOW-UP = 09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO ME _YES_NO � COMMENTS: — � � W --- 4 � � -- 0 a � � 0 � W � Q _ � z W � W � � d W ❑WORK SATISFACTORY:PROCEED � PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ^ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �: CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 4 hours in advanc .473-73�J7 OwnerlContractor on Inspector. �` White Copyllnspector's File Canary CopylSite Notice .. , . T _ -..�r't-�;?,+^-R+.En�x.:w;R'^�.s.wvr-a�:�rs'-^K-.::r�.n�sr.=,r«�rw^��.�..--._.�—��.--� `�a �. �'�_. . . -1 � - ' '.. " ' _ . ' _ � _ ,,,� � � _ ,.._�:.�.�_� � � �`�'�''� �- �z l �� . � � ��