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Home My WebLink About2000-P02827 - new septic �� - � PERMIT C I TY O F O RO N O Permit Number: 2750 Kelley Parkway - PO Box 66 Po2g2� Crystal Bay, Minnesota 55323 Permit Type: sept�� (612) 249-4600 Date Issued: git6i2oo SITE ADDRESS: 455 Sussex La LONG LAKE, MN 55356 P I D: 04-117-23-32-0011 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: valuation: $ 0.00 ✓f�tt{ Scn.'f h0.r� ,.s—G TOTAL FEE: $ 100�0 APPLICANT: CLOVER HILL COMPANY OWNER: B N CRAWFORD&C D CRAWFORD 314 SHAKOPEE AVE E 455 SUSSEX LA SHAKOPEE,MN 55379 LONG LAKE MN 55356 THE UNDERSIGNID HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. n � � � J �-,:, �,�-L-�-- Q PPLICANT P RMITEE I ATURE ISSUED BY SIGNATURE Copies: City,Applicant,Assessor, Finance Page 1 - . __ . �--z��ga� CITY OF ORONO S�PTIC SYSTEM PERMTr APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SIT'E ADDRESS: '�'I S� � �S S e i� L ct.�r e. Occupancy Type: Residential � Commercial Other Permit Type: New or Replacement System, $100.00 /0�, � 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: �y ��u� f�c S Phone Number:763-Sf 9-o�S r Mailing Address: City: Zip: Contractor's Name: uUcr �'(( �c. - PhoneNumber: 9sz- �c�3-U�l 7 Mailing Address: �(�( S 0.k�rG {'�u E- City: S�e��y��e.. 7ip: Ss3 74 IkK. DO NOT MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a Ciry of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the Ciry Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainf'ield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. � 0 1. I have received a copy of the system design including the City of Orono r Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: �( Precast Concrete Other Manufacturer ��c+'�� Tank Capacities: 1) I�w gal. 2) f w gal. 3) t 3� gal. B. Pump Station (if required) , Pump make & model Y�E `10 �- �� (attach pump curve & literature); system design requires y? gpm at 2 � feet of head. High water alarm make & model �a.,G;� 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 L_'x�' Drop Boxes Sand bed dimensions ��'x�' Distribution Box Pressure Dist. Pipe Diam. '!L_" Maniford Pipe Diam. 2 " D. Final Cover/Topsoil to be: � borrowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SignatureofApplicant: �Zu�" 1` ��'p'�"` Date: �/S-u� MPCA Certification No.: �-��o Staff Review: p al Denial Reviewer: \ �,�,�,ui Date: 8�(5� 00 Reason for Denial• � � � SEPTIC SYSTEM APPROVAL __;--- .---�� O ��L`OPY ��:, � � � ��' SITE COP� '�� 0 � �� CITY of OR4N0 ,� , . _- _ �, �'i, � .- : ,yE�r,; MunicipalOffices '� . - . ' � � ;, Street Address: Mailing Address: �9�C'EgK_��-/�" 2150 Kelley Parkway P.O. Box 66 � -�� Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner �i,•� E�den Cor.�d�nY Phone (Home) (Work) Address y5 Sus s�x Ca r�c City Lon C�akt State�y ,a Zip��d Site EvaluatorS- 7Ps�i n State License #� Phone# �17- 3 5�6 Type of Establishment: Single Family X Multi Family Commercial /�o Garbage Disposal Yes No No. Potential Bedrooms 5 Est. Gallons Per Day 7 SU Water Meter Required: Yes No �C Soil Sizing Factor . 83 � ,Y5 Ff2 Perc Rates P-1l0.7 P-2 2/�$ P-3� P-4 l��2 P-5 /?�0 P-6 �2�5 -7 Restrictina Layer Depth B-1 30" B-2 /8" B-3 /d" B-4 ZO` B-5 Z$� B-6�'� Type of Treatment System: Standard k Experimental Alternative Pressurized�Iound System )C At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tanl:W/Alarm Septic Tank Size 1250 / (v�p # of Tanks 'l. Lift Tank Size �25p Pump Brand GPM y 7 Head 27� Treatment System: (Ye f 93') q Minimum (��'zbz'�f�yb'�oo� Square Feet with / inches of rock below pipe Type of co��erin� Fabric k Other THIS IS I�OT A PERiiVIIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector(2-�9-4600) Call for inspection 24 hours in advance. ALL DRaI�'FIELD 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 /� DE1vIED By the City of Orono subject to existing regulations and the follo�vinQ conditions: us 6 I b" Sqnr�O Un DCR Rock Qa� . /Y1a i N��iJ �l l In�i n i vrr u w, k3 . � By: �-l8-o 0 Chris Pence, On-Site Systems Manager �� 8EDR00�. ANY�It�E'ASE 1K� ti�BED�Q0MS�11fAU�ltTES�NIS QEStC�, Telephone(612)249-4600 • Fax(612)249-4616 r �+ /�/ �7fP TEST/NG� //r�. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michaei, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License#:i94 Revised July 17, 2000 Tony Eiden Company Lot 5, Block 1 Fox Bend Orono, Henn. Co., MN This on-site sewage treatment system is designed for a Type 1, five bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - LrB - Lester loam. The seasonal{y saturated soils were located at 18" to 30" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be instatled 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 of 12.9 mpi. A pumping chamber will need to be instatted to lift the effluent to the tr�eatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A waming device must be instaNed with a light and sound device, this is in case of a pump faifure. The manifold and supply line pipe must have bacic drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sur�e the rock and sand fill material are clean. The sod layer below the entire mounded area must be tumed over, just break up the sod, be sure not to over work. 1 ' � t , . t � All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipmerrt off of the proposed treatrnent area betor�e and after construction. The treatment area should be marked off before construction. This Design is not valid &the system wiit need to be ret�ated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installafion and maintenance, this system should have no probiem in treating septic etfluent efFectively. Nothing other than human waste, talet tissue, {aundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Garbage disposals are not rec�ommended, due to adding more solids&fine solids passing through to the system. Excessive amo�nts of soaps, anti-bacteriai soaps, cleaning agents 8�chlorine agents may kill the bacteria needed to treat septic effiuent. Additives are not necommended. Recommend to pump 8 ctean your tanks through the manhote by a certified pumper every 2 years. Check with your pumper to set up a sch�ule. <�� . _ Steven B. Schirmers 2 � ; � { �� / � � I oo � r� 1�� IrI�1N�� M�1 � � / *►!!11 ��'w"'��,r�r / � ��rrr+..�,� ""*+w+ir ; �+�.�..n �.�r► /� / ��''� �i�R� � ,,��Mr�► � � i � / i � �'� /� / �/ .� / t� -�( .�'� ` �;= I �d ( �`� � / �- ;� �� i �� \ ,/w 1 �(`�z o y� 1 _ �,; � . � 1� , ; i N�r ; � � /, � { � ,�.s � �c' i' � / ;r� ; �� (i;�` \ � . � � f �� '� �3� , -; , - �� 4 � ; w �, � -1• �y�'' �.�, a � �� ,� � � �, �� _� � � � �� r � '�= - ,� , ��, ��, - � � �. � v � � '�,� v �1 1 3�,� �� 'r � �o .�___—._� � ��,� ��t� � �-�'� �.�. � � � � �� r , � �- �; � )' � c � ' 9 �9 ''S ��Ut � C. cl +a� �t,�_ I y ,� �\ ��.�.[` ( ��=W . � is � sQ � \ _ ��1 T � y� � `, �o�; \ , �-I_ , ��__3' � � ° S / \' ,� : ' ____ - -- 1 , � ��.�a� ' --� _ �� ,� i ' s� ,\ i � �� ( I \ /' �-- ti � \ _ �il�� ,,. _3�/--�'-"-� -�- � � �:�r � � i ,/ ,�. � �� ,.�� \\ �l �\ � � �� p c9 I � \ / � c�� ' ' � �� ; � � ` � j� i ` _ \ 9 , \ � , \ � �f' ` � � � 20� ��_. _._-� �'� r� �'i �t ��. �.�`� � � I � � �� \ .... � Ul `\/ tS � �(/� �. �-'\ �� - 1� �� : I-�_ � r� ° ' � �:^, �� , � \'�_. � � I t%-f � .�i�`� � \ \ �-. � -�� -�- � "<��^� � �d � ,,�-� � �� "T �' � �� \`� ' � �\ � /` I -r-� � �� .. / t.� � / � � � , \ � � � n ° � � + ��'�� . � � �e � �i ��. � �_ � � �� ,� � i � � � �' �• �.� ;��' ! ^ ,['�i' � � 7�' 'D �'� `-� S� ' � I � � 3 � '�� ,� ' � � { L ��.� � c� � 0+ � „ g v , , � -C' ,. .V ►-� 1� a�' � I_. � y � �,, � � � C . {� ' '� ' a o t�' � � _� '� 1 �� " � a o � s (" -c �1 0 � � � � _ � n a' �' � N � Z " " � ° � � � r� , A � � �' � � � � '`� � t ° � , �' � a � Q � - -� ' ' �n '� D � � �,. w , mu' - -; � rt O,�� a C ,�; ' � rn - _ :•� _ � � .,��,', �,� � ' w a � ; R a - ` �„ a �- r� n N �p � _ � �z� _ ,ja _ R o(.k- Q'Ep �' -.. _. , _. _ � _ . �� I �� - J'✓ � �.� �` 3,�� -t F\`-`,��.4►12 ` � , , `�`,�.�, p�A�J v��.�/ �---- -- SET- BACKS J � I !O' �, ��_ � - -� �� . HOUSE Syslem must be� Tonk �G�� from propertylines >C- SF�-��o1--a C-��5�4� w�o-��_. 'L�v...- � � �,�: r��,"� �' from wells ,/�,..�_ ._ �,,._�,'T � f rom b!d s. 9 , -r�-Y, � �i�-� ��__ =t'y,;,; Treatment orea =�from lakes , �5 str�ar�s Treatment orea ?�� from properfy lines N�� +� supply and switches must be locofed in a MA��ko�s rn�n t>>" L�from we!Is�'��"q'' weather proof encbsure outside the pumping chamber and manhole `i CaceF,« z�'from b!dgsw�a,.�xso� '� =i /J'from trees �I SOIL BORIhG ELEVATIONS � il i , - i� y ao min. . . TH�I EL.-�a' �-r�-�-:='��.�� : � �"da.su I � grade�% TH. 2 EL.-�•� - Tank � Tank � /�`^ - TH"3EL.- �`�3." Drop to Tank_ I PRESSURE D(STRIBUTION MOUND SYSTEM TH."4 EL.-�:z' Lf�-�-C�- ��c��,�v�..o. � " ' TH. 5 EL.-�,�`-�' I��in. I io 8 P�mping Max.l��to4� � ��P -�'�U�C-S S!-'+�A��oc�J Chomber ELEVATIOV al PROPOSEO PUMPING 4�10 6��dia, pipe CHAMBER-°�B�.uU�o �v.-�, ,,��2.o � �'�'c'4'!'�,3 C� �({�'�' G'�F- "��-�—tiL.V�-_ ' `�`f,�),7 SYSTEM DESIGN -MOUNO �� _��. a�-�c%-ti- q �`'� �' TYPE-�, �. BEDROOM , Averoge percolation rate .3�-`L'_min./inch (design.83sq.ft treatment area pergal. of daily sewage flow) ��, gal./day x.83sq.ft�gal. �� sq.ft.of treatment area +10% = —" sq.fi. (.:- IOft.width= �� ft.lenqth ofbed area+sidesfope run `�to I x `..�heighf= '�'-� ft.x `�� ft.lawn-area needed) �?�� . Clean rock needed- �-�� sq.ft.treatment area x �ti�� depth d rock= � � cu.ft:-27= a` cu.yds.(3/4�to 21/��dio. ,includes 2�of rock above pipe) ��ti.. _Sw�.�,q ��-1�- /- �.=� �� Cleansand fill below rock needed a`�a cu.yds. opprox. , sandyloam backfill a � cx�.yds.opprox., topsoii 6�� `�-4' cuyd. P-�Ar'�M"��`Q �o avo yo°�o -f� -foQso�L ,`-� G�•�{os �JAs�o � la �0o5��1t.L.= lo �ir,i�� Number of ianks required � , I st tank �� gai. , 2nd tank��e� gal,minirrxms �U s P�-1 m P►N t-� �-N'�m p�R-- � Pumping chamber capacity- 25% of daily sewage fbw of 2��gal.= ''�� gal.+reserve s'oroge of 15 0��1/Bl� ��' gal.+pipe bock droinage- r � i PROPERTY C�:'�o��( =1�=�..� C�1,�'.-� -�� of_�gal./IOOIi�.ft.of—��dia. supply pipe, lin.ft.needed f�� , �gal:+manifold"lgal./IOOlinftof=��dia.pipe, l�.ft.needed�� , _-- goL _,�-� 5 -�,',.,�-.� ��,.,� �,,�:�` ',- total capacityneeded`��gal.(plusareaforpumP) �s� rn,r,. l;`c: gaLcaP. ,'r�%�,: : �-�+_'�`'. �-=�y`, . �'�� Distribution pipe � "--�dia. , � ��- lin.ft., �`�� dia. perforations �'�-��aporf ` Pump size �'�^ hp. (pumpable capacity ??" gal. 4cycles/day) ys�� ' � H�f�o PREbs J��S��f��-� '� `"i' q�+1 ) tr�n. S_P �"E"S�"lnlG' //�/C " Nole� When conslrucling bed - this areo shou�d be shaped Note= Distance from IrEohnent areo 10 neighboring wells- � � ' � � � 10 divert run-off from entering trea�men► oreo. �`i � i-��,4 �- - � Designed 9y � � . --- � Daie �_/!`' /_'� , PH_ 612-497-3566 � � � MOUND DESIGN WORKSHEET ' ' (For Flows up to 1200 gpd) A. FLOW �•a a•+�u•��»+u+o.n«u p« Estimated � � gpd ''"� 'n'p'' �'II �'�'p`m � or nleasured,_:_x 1.5=_.=._.,gpd• ao B. SEPTTC TANK LIQUID VOLLTMES a� 4 E00 ?73 2S6 s �so ,�o �+ "� 1-��..5�- � �- 10 0-o gallotls , s soo s�s m � i i� e�s � �'a . I � � C. SOILS (refer to site evaluation) ,�"Zo" ,, � 1. Depth to restricting lnyer a ��``-��• inches__feet �� .r...�w .,.,,,«., -",�ST 2. Depth of pexcolation tests= � � ��►� "'"' """'' a"""""' """' • nwn. »e uy i� 3. Texture �-�� Percolation rate a.=atpi �� ;� � 4. Land slope___.�_.,% '.""" '°°° '°°° �°° D. .D 1, Mu1tlply flow rate by 0.83 to obtaim zequized area of rock layer: A x 0.83 = � � gpd x 0.83 sq. ft./gpd = �a� sq. ft. 2 Select width of rock layer(max 10' if<120 mpi.nlax 5') _ /=ft. 3. Length of rxlc layer=area+width= � m•� c�_ a�_sq• ft+ �_,�•�� w � , , Width_1� . R <120mpi <10' un �' E. ROCK VOLUMfi � >120mpi c5' 1. Multiply rock nrea by rock depth to get cubic feet of rock; �=sq. ft x %-�= ' - ft._�;�,cu.ft. 2. Divide cu. h.by 27 cu. ft/cu.yd. to get cubic yazds; ,�.cu. ft. +27� �.�=,cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rocic in tons;�.,cu. yd. x 1.4 ton/cu.yd. _�tons. F. ABSORPTZON WIDTH �e.�„vnn�a a��e�. 1. Percolation rate ia top 12 iaches of soil is 3��mpi ��r �,� � �� Texture L�-�"( �--o�A�,ti'� c�ti �.� ta�w r..�ta..a� ce.�+.s..a �so �.ao ai as ��..e aeo ioOOo .2. Select allowable soit loadiag rate ficom table; ��,s :..er�. a�9 �.s: ��- SPd�� i»� m�. °0'.60�0 :.0°0 4�w t0 �drr l�w O�AS t6� 3. calculate adsorptton wiath ratio by aividing rock layer !Iw�IAi�120 � 0.20 6.0�0 loacling rate of 1.20 gpd/ft2:by allowable soit loading rnte; 1.20:.gpd/f�+��gpd/�� a-�-� . 4. � Multiply adsorption width ratio by zock layer width to get � required.adsoiptioa width; =�,,�'? x,a ft= � • ft � T G. DOWNSLOPE BERM WIDTH 510��- c°"a'� 1. If landslope is 1% or more, _ . •.F�' I subtract rock layer width from adsorption width , ; * ` �x� 4m;,, :, to obtain minimum downslope berm toe .- a�s�,dl R°`'`1 ' ,; 1 I p+, a�.� ft-�_ft= ��feet a�s��'�7� 6.T�==r . 2. Calculate Minimum mound Size a. Determine depth of clean sand fill at U�' .Wd� ��l�qx�dth upslope edge of rock layer: ��^+id� Absorpaon wdth �ow`f�a �- � Separation 3' - �• � ft = 1,S feet � q - ' , b. Add depth of clean sand for separation(2a) �"`�'� '�' at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; �•s� ft+'lft+ lft = 3•��feet �3 ' c. Enter table with landslope and upslope berm uPs��wa�n � ratio. Select berm multiplier of � , �� J-- �:� d. Multiply berm multiplier by upslope mound �UP�"''d�' � �°_�':�-�� R°w,`d'`�,�o '�:;°:�;:�e. ,Upslope�dth - ��i��'Q �� 4��Qa'PQiD�� height to find upslope berm width: , y� �o;�:.'�R°��'� �--�."a�'��;�; ,�, �"'��x 3•� -_�feet �' � � i , '��' e. Multiply rock layer width by � : : � � . r . • F now�to wiasn -J�. ....' : �a,i r. l a n d s l o p e t o d e t e r m u i e d r o p i n e l e v a t�o n; ,. : a - Abeorption�dth i'1 /c� x�_%+ 100= ��_feet f. Add depth of clean sand for slope '" �� " ; difference (2e)at downslope edge,to ro�l�,�rn �c�o the mound height at the upslope edge of rock layer (2b) to find the downslope height; 3.5� ft+ ,� ft= �•� feet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of y�� h. Multiply berm multiplier by downslope mound height to get downslope berm width: 5°`�'"�� '�p �� ' �'��`� `��`J�. �I.'7 V x 3•�i =�feet BERM SLOPE MU1.T�LIERS i. Compare the values of step G.1�Z and Step G.2h � �.�•a nowxsi.or� UPSLOPE Select the greater of the two values as the �� n�°� °�n�a��'� downslope berm width; / � feet j. Total mound width is the sum of ' ' s• � • � a� s• � '� � upslope berm (G.2d) o s.o a.o s.o 6.0 �.o s.o a.o s.o 6.0 �.o s.o 1 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41 width plus rock layer width (D.2� 2 3.19 4.35 5.56 6.82 8.14 2.83 3.�0 4.54 536 6.14 6.90 plug�iownslope berm width(G.2�)�,so�,,s`�, 3 3.�o a.sa s.ss �.ss s.sb s.�s 3.s� a.3s s.os s.�9 b.as �_ft+ /c� ft+�_ft= �• feet 1��w�+ a s.ai �a.�6� 6.2s �.89 9.n z.6s �3.as \'�a.t� a.8a s.a6 b.ob IC. Total mound length is the sum of upslope S 3.53 5.00 6.67 8.57 10.'77 2.61 3.33 4.00 4.62 5.19 5.71 berm width(G.2d)plus rock layer length(D.3) 6 3.66 s.26 7.ia 9.38 is.m s.sa 3.z� s.ss a.a� 4,93 s.ai plus upslope berm width(G.ZC�� 3.80 5.36 7.69 ]034 13.73 2.48 3.12 3.70 4.23 4.70 5.13 �� ft +�,Z ft+�ft= _/o c� feet F�� $ 3.95 5.88 8.33 !1.54 t5.91 2.42 3.03 3.57 4.05 4.49 4.88 �2. �.. V-L .j.- � c, __ c7� �.J"�"C"C` 9 4.l 1 6.25 9.09 13.04 18.92 236 2.94 3.45 3.90 430 4.65 !0 4.29 6.67 10.00 15.00 2333 231 ?.86 3.33 3.75 4.12 4.44 Final Dimensions. 11 4.48 7.14 I1.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 l2 4.69 ').69 1250 2L43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 �(lo � a J S. X l 7 �/��J�= l T PUMP SELECTTON PROCEDURE A. Determine pump capacity: Gravity Distribution 1. Minimum suggested is 20 gpm 2. MaximuIIl Suggeested iS 45 gpm Pe:foation Dischuges in GPM Head Perforarion diameter � Pressure Distibution f� �� 3. a. Select number of perforated laterals 3 � 32 1/4 b. Select perforation spacing= 3 � fee� �.oa os6� 0.�4 c. Subtract 2 ft.from the rocic layer length. �s o.69 0.90 -2�.= t,o feet z.ob o.so 1.04 �� . d. Determine the number of spaces between perforations. a Use 1.O.foot single homes. Length pesf.spacing= � ft.+�_�t._�spaces b Use 2o ket Eor anything e1se. e. � spaces+1= zl perfontions/lateral f. Multiply perforations per lateral by number of laterals to get total number of perforations. � x � tA =�perforations. g. S� x�_�gpm. SELECTED PUMP CAPACTTY�gpm B.Determine head requirements: 1. Elevation difference between pump and point of dischazge. �_feet ' 2. If pumping to a pressure distribution system,five feet for pressure ��*��^�fn�+ required at manifold if gravity�stem,zero. Q�b'°�a� �Y�•� S feet ��s� 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. ,,,k �m��n Read fric�on loss in feet per 100 feet from table(F-14). �'�` -----•- -- - F.L.= 3• (o ft/100 ft of pipe . .M_ . � �-L , b. DetP*�*++�*+e total pipe length from pump to discharge � ------------------------------------ - point Estimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chart(F-15 feet). Equivalent pipe length-1.25 times pipe length= J t�0 x�.25= a o o feet Friction Loss in Plastic Pi e c. Calculate total friction loss by multiplying Nominal P friction loss in ft/100 ft by equivalent pipe length. Total friction loss= 3•to x �4 c� +100=.�feet pipe dia. 4. Total head required is the sum of elevation difference, �OW�� 1.5" 2" 3" special head requirements,and total friction loss. �� 20 2.47 0.73 0.11 �+ S +�_ 25 3.73 1.11 0.16 ' (1) (2) (3c) 30 5.23 1S5 0.23 35 6.96 206 0.30 40 8.91 264 0.39 TOTAL HEAD �_feet 45 11.07 3.28 0.48 50 13.46 3.99 0.58 C. Pump selection 60 5.60 o.s2 65 6.48 0.95 70 7.44 1.09 1. A pump must be selected to deliver at least y� gpm (Step A) with at least �_feet of total hea�l(Step B). L-13 CERTIgICATION # 00627 Logs of Soil Borinqs ' • Lc�cation or Project Wildman Property, Lot 6, Fox Bend, Orono Borings made by �-p Testina. I.nc. Steve Schirmers Date 6-27-89 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other � Au�er used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in � in feet Surface elevation 9'82•5 feet Surface elevation 983� 8 . 0 - 0 - Topsoil dark brown Topsoil dark brown loam � loam � 0 - 8" 1 - 0 - 1' 1 _ Brown clay loam Brown clay loam 8" - 1-1/2 ' -MOTTLING Rusty olive clay 2 . 2 1 oam 2-1/2 ' -MOTTLING � ' 1-1/2 ' - 2-1/2 ' 1 ` - 2,' 10"� 3 - Olive brown loam 3 - � 2 ' 10'; - 3 ' 4" � Rusty olive gray loam - � 4 Rusty� olive �brown 4 - ' loam • 5 - � 5 - 6 - r. 3 '.4►' _ 6 ' 6 - 2-1/2 ' - 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 2-1,�2 ��et of ,depth. �bserved at 1-1/2 ' feet of depth. Not present in hole � ,Not present in hole Comments : ' Comments : � ' . L-13 • CERT��FICATION # 00627 'Logs of � Soil Borinqs ' � �ocat�ion or Project Wildman Property, Lot 6, Fox Bend, Orono Borings made by �-P Testinq, Inc. Steve Schirmers Date . 6-2�-89 Classifiction System: AASHU ; �,SDA-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 � in feet Surface elevation 983• 3 feet Surface elevation 984 • 2 0 - 0 - Topsoil dark brown Tapsoil dark brown loam loam � 0 - 10" 1 - 0 - 1 ' 1 - Brown loam ' . Brown loam 1' - .1=1/2 '-MOTTLING 10" - 1 ' 8"-MOTTLING 2 ..- 2 - Rusty olive brown ' Rusty olive brown 3 . _ , loam ' 3 _ loam ' 4 - 1-1/2 ' � - 4 ' 4 _ 1 � 8�� _ 4 � HI�T ROCK � Rusty gray loam 5 - 5 - 6 - �. 6 - 4 � - 6 � 7 - • 7 - g � � , g _ End of boring at ' 4' feet. End of boring at 6 ' feet. Standing water table: Standing water table: present at feet of,�depth, present at feet of depth, hours •af�er boring. hours after boring . Not present• in hole X . . Not present in hole X Mottled soil : ' Mottled soil : Observed at 1-1�?��et� of depth. Observed at 1 � 8�� feet of depth. Not present in hole ' .Not present in hole Comments : • Comments : ' L-13 CERTI�FICA�ION # 00�27 �Loqs of Soil Borinqs � Locat�on or Project W�ldman Property, Lot 6, Fox Bend, Orono Borings made by ��p Testina. Inc. Steve Schirmers Date 6-27-89 Classifiction System: RASHU ; USDA-SCS X ; Unified ; Other Auyer used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in � in feet Surface elevation 985. 7 feet Surface elevation 985•. 6 0 �- 0 - , Topsoil dark brown loam Topsoil dark brown 0 - 6" 1 _ ; loam 1 - Brown loam � � 6" - 2 ' -MOTTLING 2 2 ' 4"-MOTTZING 2 0 - 2-1/2 ' ' Olive brown lbam Rusty olive brown 3 - 2-1/2 ' _ 3 ' 2" 3 - loam • 4 _ Rusty olive 'brown 4 _ 2 ' - 4 ' ioam � Rusty gray loam 5 - . 5 - 6 - 3 �'2�� - 6 �, 6 - 4 � - 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 2 � 4�� . �eet of depth. � Observed at 2 ' feet of depth. Not present in hole .Not present in hole Comments : � Comments : . , •` , . CERT. #00627 � � , � . �'ERCOLATION TEST DATA SHEET �- � ,,: a.m. Percolation test rea�:ngs made by �G—P Tps.t i�T Incr on �—�f�—R A starting ar � � � S 1 �ecre) ' Test hole locatio�Lot 6, f ox Benc1, Orono ,Hole number 1 ,Date hole was prepare� 6—2 7—8 9 , Depth of hole bottom 12 inches,Diameter of hole 6 �nches Soil data from test hole: Depth, inches � , Soil texture 0 — 12" . ' Topsoil dark brown loam Method of scratching sidewall ' Knif e • Depth of gravel in bottom of hole 2 inches ' 6-27.-89 3 :30pm 12 Uate and hour of initial water fi�ling ,Depth of initial water�llin,g^ �nches above hole bottom ----� � Automatic siphon � . Method used to maintain at least 12 inches of water depth in hole for at least 4 hour� . 6 �u .� ,Maximum water depth above hole bottom during tesr inches , Time � Percolation ' Time interval, Measurement, Drop in water rate, Remarks minutes � inches level,inches minutes per ' inch 10 : 35 prefill 6 10 : 51 11: 21 � " 2-7/8 10.4 30 min 11 : 28 11: 58 " 2-13/16 10 .7 " " 12 : 05 12 : 35 ' " 2-3/4 10.9 " " .� _. . 10 .7 ' Percolation rate = minutes pex inch.: , C�R�.#00627 � . • PERCOLATION TEST DATA SHEET ' �, , S—P Testincr. Inc. 6-28-89 �� Percolation test readings made by o� starting a� 10 :•5 2 P,m, ; rmn) Lot 6, Fox Bend, Orono 2 6-27-89 Test hole locatio►+ - ,Hole number ,Date hole was prepare� � Depth of hole botto�*+ 12 � �nches,•Diameter of hole 6 +nches Soil data from test hole: �. Depth,inches • Soil texture 0 - 8" , Topsoil dark brown loam 8" - 12" � Brown clay loam Method of scratching sidewall •Kni f e � 2 � Depth of gravel in bottom of hole inches Date and hour of initial water fillin,g 6-2�—8 9 ,Depfh��lnitial 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 Automat iC S iphon 6 �-• � ' ,Maximum water depth above hole bottom during tes� inches Time . Percolation ' Time interval, Measurement, Drop in water rate, Remarks minutes ' inches level,inches minutes per inch 10 : 35 prefill ; 6 10 :52 11:22 � " 1-3/8 21. 8 30 min 11: 29 11s59 � " " " " " 12 : 06 12:36 , " " " " " � - Percoladon rate = � z1��''8 �*++nutes pe�inch.� , CERT�.#00627 . . P�RCOLATION TEST DATA SHEET � . -,: S—P Testing, Inc. ' S-28-89 10 : 53 �•m• , PercolatSon test readings made by o� starting at .m. , � ldarel Test hole locatio� Lot 6, Fox Bend,' Orono�Hole number 3 ,Date hole was prepaze� 6-2�-8 9 • Depth of hole bottom 12 �nches,Diameter of holr 6 �nches Soil data from test hole: � Depth,inches Soil texture 0 — 12" � Topsoil dark �rown loam Method of scratching sidewall Knif e • Depth of gravel in bottom of ho�e 2 �nches �' 6-27-89 3 : 30pm 12 Date and hour of initial water fillin,g ,Depth of initial water fillin� inches above hole bottom Automatic siphon . Method used to maintain at least 12 inches of water depth in hole for at least 4 hour� , 6 '.., � � ,Maximum water depth above hole bottom during tes� inches Time Percolation ' Time interval, IVleasurement, Drop in water rate, Remarks minutes . inches level,inches minutes per � inch 10 • 35 refill � 6 10 : 53 11: 23 " 3-3/8 8.9 30 min 11 : 30 12 : 00 � " " " " " 12 : 07 12: 37 " " " " " �� _. Percolation rate = 8 • 9 minutes per inch. CERT.#00627 � . , . PERCOLATION TEST DATA SHEET `� • . LP Testin . Inc. 6-28-89 a.m. � Percolation test readings made by � 5 0� starting at 10 :5 4 p,m, , im,.� Test hole locatio� Lot ._6,, ,:FoX Bend, Orono �Hole number 4 ,Date hole was prepare� 6—2�—8 9 • 12 ' 6 Depth of hole bottoR+ , �ncties,Diameter of hole �nches Soil data from test hole: , � Depth,inches . Soil texture 0 — 10" '. Topsoil dark brown loam 10" — 12" � Brown loam Method of scratching sidewall �Knif e 2 � Depth of gravel in bottom of hole inches � 6-27-89 3:30pm 12 Date and hour of initial water filling ,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 AutOmatiC S iphOn ' � 6 ,, � : ,Maximum water depth above hole bottom during tes� inches . Time' ' Percolation ' Time interval, � Measurement, Drop in water rate, Remarks minutes • inches level,inches minutes per ' inch 10 : 35 prefill � 6 10 : 54 11: 24 " 2-3/4 10. 9 30 min 11 : 31 12 : 01 ' " ` 2-5/8 11. 4 " " 12 : 08 12 : 38 " " " " " .,! - Percolation rate = 1�`'�^ m�nutes p�r.inch. , . - , . , , . , CE��.#00627 � . PERCOLATION TEST DATA SHEET ��` � a.m: � � Percolationtestreadingsmadeby S—P Testing, Inc. o� 6-28-89 startingar 10 :55 p, Idarrl m' ', Test hole location Lot 6, Fox Bend, Orono �Hole number 5 ,Date hole was prepaze� 6—2�—8 9 • Depth of hole bottom 12 �nches,Diameter of holP 6 �nches Soil data from test hole: � Depth, inches Soil texture 0 — 12" ' . Topsoil dark brown loam Method of scratching sidewal� � Kni f e � Dep[h of gravel in bottom of hole 2 �nches � 6-27-89 3: 30pm 12 Date and hour of initial water fillin,g , ,Depth of initial water filliqg �nches above hole bottom ----� Automatic siphon . Method used to maintain at least 12 inches of water depth in hole for at least 4 hours , 6 �-� .� ,Maximum water depth above hole bottom during test inches Time � Percolation ' Time interval,; Measurement, Drop in water rate, Remarks minutes. inches level,inches minutes per inch 10 : 35 prefill . 6 10 : 55 11: 25 " 2-5/8 11. 4 30 min 11 : 32 12: 02 " 2-7/16 12. 3 " " 12 : 09 12 :39 " " " " " ,� _,. Percolation rate = 12 • � minutes per inch. cLiiT. �oo�2� � . . . � . PERCOLATION TEST DATA SHEET �� ., �� a.m. I Percolation test readings made by S—P .Te�t i nq, 7 nc. or, 6—2 8—8 9 starting ar 10 : 5 6 p,m, ; � , r,��.� Test hole locatio� Lot 6, Fox Bend, Orono �Hole number 6 ,Date hole was prepare� 6—2 7—8 9 . Depth of hole botto►r+ 12 inches,Diameter of holP 6 �nches Soil data from test hole: ' Depth, inches � , Soil texture 0 — 6" Topsoil dark brown loam 6" — 12" � Brown loam . Method of scratching sidewal� � Kn i f e � 2 � Depth of gravel in bottom of holr �nches . . 6-27-89 3 :30pm 12 Date and hour of initial water fillin,g ,Depth of initial water fillina �nches above hole bottom -- -� ' Automatic siphon , Method used to maintain at leasX 12 inches of water depth in hole for at least 4 hours , ' ,Maximum water depth above hole bottom during tesr 6 inches � � � Time Percolation ' Time interval,. Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 10 : 35 prefill . 6 10 : 56 11: 26 , " 2-1/2 12 .0 30 min 11: 33 12 : 03 �. " 2-3/8 12. 6 " " 12 : 10 12 : 40 , " 2-5/16 13 . 0 " " .► -. Percolation rate = 12 'S minutes per inch. PERFORATEO �oaMY snN� tnP - LATERALS LAYER OF GEOTEXTIIE �r;,,� FABRIC PERFORATEO 4A�ERd�I' ��, y�` �� `;"••� ••� . . GRA55 COVER 6 INCHES _ sarvoY �onrn so�� :• ;. ,•�,; �. �� ;••:�:;'"'�.�''.}�;,i;i};,. TOP�SOIL '- , �"i' � � !+', ;�•• CLEAN SANO Flll ,•.: _,� � �;;•• .. � �i' ;''�/�'�,.� :h;� MAXI3 TO j�PE-- _ IAYER OF GEOTEXT II.E � • st' '� EAN.ROCK a- , FABRIC OR 4 INCHES OF ''"'�'•�� /� �'�y� � �, � TOPSOIL �/s � Z'h �NCHES ,� ,. .. � , PU�WEO oa i s�o HAY COVEREO QY �;�' ;��'// . j�, f' DISKEO SURFACE - BUILDING PAPEK _y. �J��: i • � Js � U8501t • - I�/ OR Y ,�:f�`' ,. �� ;, � ./ � CROSS SECTION A—A PIPE �'ROM PUMP�:��„�,.' � ��i�/ �� '� � r..• �/ ��;/,, � .• /� .l P�PE fROM i'' I� �, ' / •, � PUMPING CHAMBER 3�•_2y• �' ••�..: � � CL�AN F�OCK �'��. � •��/•'� # j� � OIVERSION FOR . � ..;; :�:• ,;, �• / !� SURFACE WATER W , 6� TOPSOIL� /f�' �' �' a � .... .�;' ' � �f f� 7�`t �r-.— ,— � �' :� , -� , -.a.��:v_' � � � ,.i � � 3 .�� PERfORATED I : % � i� � �� , �'9'' �, M V •tATERALS � � � I � �+ .;�� _ • �1 t;� �q a^• � �;� . , i � 1 • •:: ��11 •��+7�: �"'� �i►•?�. !J:l��:.�� I 1 • � � , �pF . l i. • . i:.f .:.,,�.y }r � � � � � I, _ � N _'•' ..,., ,�:,.; ,.•• , OFA '. �.�e,, '►:.�,�.Y. � . `•r'•• • �.._ �.•... .t�+�,L•..,.. 1 , , � � : 7. �F'�% � FI ll SQp i �;ixs'� BEO AREA� � ; ,. I � , BRpk A1rFR ''1:�, _�'"��"=,'.:: � ' - ;�; W �— Ery �,:�`Q:�:� - —: ( ;- ; ; i � UP BaR tu� :�=''�~` n . ; � ; v+ , � W . a �IFR � . . ,:�• � , , W : m ...:%s'.�. � L'qYF(� . _ — � ; i : i ; � — � ' _ � � . � — � � LAYOUT Of PERFORATEO PIPE LATERAlS fOF2 . �N�N�� ; �NCH � ' � � . PRESSURE OISTRIBUTION IN MOUNO - � ' � � . Lt_? _�_I PERfORATED PIASTIC PIPE _. pIKE��MAx�DIKE � • TOTAI WIOTH . PERFORATIONS SPACED 36' ' lpN �� . ..• • END ON CENTER. P�RFORATION PE�ORA� I S�2E MAY BE /�i.�ht: �• ii PIAN VIEW VIEW pp yi. !6 ____ -�--- _.�._ rM Pi�D � ENp PERFORATION OF A PERFORATED LATERAL� � Crat Cwa PERFORATIONS ON BOTTOM Of PLASTIC P1PE r.w.r - 9O\ �-�_ .,,,,,�i:'?.r"! . ...•:.�lr.G�,�y� �:� 'a s a.�.= � �t;'; V�II�N I�PM ..•Incii MYK M �Ay,it aro.rkcwwN '. .. _�'(AITERNATE LOCATION ' ;`w+�� nde�ap.r1 OF PIPE FiipM pUMP) � p�rla tien Wiler Hwiaontely _ • • �Ina wor Tev � . END CAP Q�� . sif Mw � A1 Lw�l 12'ro Edp� / RA�, 'r. o. F•Id Mcl. . : N R�tk loru w4'i � '.... .. 0 l.Af PMIafYllal�(,�COI�d.� fE e.o«■.� �.i..a � FpRA z'PIPE fROM . ��.' Ci�on saw�rir �% PER wtrwurG tw►MeErt - OF • '. \ �fN�f N 'o.bw.� sou .nev►�sw.naa .: � e.�«.P�ocln.se�e uw. � , • � F=R _._._. ,: �; REow000, CEDq� or� WATER TIGHT 8� IOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) ' PlUGS OR EI.ECTRIC CONNECTIONS-- � /"ALL ELECTRIC CONNECTIONS MADE INSIDE BOX 2" PVC CONDUIT SCHEDULE 80 6.SP� LOOP OF POWER CORD FOR MANHOIE COVER CHAINED � LOCKED SETTLEMENT SEALED MANHOLE RINGS .FINAL GRADE � � AT IEAST 12' ' BELOW GRAOE UNION WIRE FROM POWER SUPPIY - ' PIPE IS IAID ON A UNIFORM SLOPE FROM � /f� , FOR PROPER NORAINBACK IL 7REATMENT /aREA SEALEO TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR ORAINBACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST OE USEO WITH ANCHOR--� — vyEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAI. CIRCUIT NOTES� EIECTRICAL WIRE FROM POWER SUPPIY , S�R_T_l�V�.9_— �r _ _ MUST NOT RUN OVER ANY TANKS BUT MUST BE 1111D BESIOE OTIIER TANKS 3^� f `� AND MUST BE PLACED IN CONDUIT ALONG POST __ SNUT:Q,��.EV�I�Q_ _ — EIECTRICAL CORDS FROM PUMP ANO FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOA7 CONTACT. 0�� : :' Figure F-8 METAL COVER �.. _.��, .-Y-. _�. �; � f. k ; � � � �; -�r " �:v I� .,. : � ,.Y � � .1�'_s• (: I . � A � � Y I � �X` ie.:�__ :r•:.. I i��• + —— 1 CONCRETE ,.,+�' MANHOLE RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figurc C-14 • • .�� • . . � z � r {� r-- ;, �,r {' `� VERTICAL SIDEI�V'ALL SEPTIC T�1K -�� FINISHED GRADE ' r'-� AT LEAST �AT LEAST 6"TO 12��OVER 4" DIA.-� 4" OIA. � �� AT LEAST I" � AT LEAST I" Mlrl ,.. ,.,•.•,... '••,.. �.., � �— , Q QIM�NSI N FOR_TANKS WITIi VERTICAL SID S A 1 —_ � t yy�'TH- W 24' MINIMUM ._. 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' �r'[`w6TliElOC�plu6liwff.NtEA wE��v+U*��EArI pN f IES. . . . . : PENCA. � �� ' � 1 -6f-- 20' ti � . .t•. � MANM E Z ';`:�� y �► � �i �w. _ '� � ;, INLET " SCUM ' � OUTLET �� ' �'�'' � �� ' .� Y �, f Yr��OIJ��t� �"EVE�' .�t� ti r )! — • s� »�.�.--- � � � _�S C t 1 1�A C L E A R S P A C E" " , ; C L E A N O V T T A N F C WHEN� 1-�� — ��"�_—��..��..e. -� ,' �C IS 3' OR LESS OR �i� — -- —.--- '° �� '8'IS 12'OR �ESS �; - _ -—�— — �.4� � ,:�'• : ... • , . ;;• .+:, , : :�i ;� b' ;'�<i;�::•:,•��•.;� �. . : �, , :i: : „�! BIACK COIAR SLUOGE DISTINGUISHES SLU�GE � i '•�)'�':{�,;;•.��,� . .... ,:.';; '� � IAY� FROM LIOUID + •.t; , ,�; :� ..a.2' t1 t .1 M �S. ��N ,/ MEASURN THE EPTIC TANK ACCUMULATIONS C'r� DATE TIME CITY OF ORONO CALLED IN � S�� INSPECTION N TICE SCHEDULED �1�� ! •� PERMIT NO. ��Zb'L 7 COMPLETED ADDRESS � �S S�SS�.X 1.-�►�- OWNER f � �� CONTR. ��0 ✓L�72 ��I � C�D � TELEPHONE NO. J Z� ~' �� c�� DESCRIPTION ��C��J ��'lS tV 01 FOOTING 11 MECHANI L RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINA� 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 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE �� 21 COMPLAINT v 07 DtMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 4Qi 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL = 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � �C�� bl� /�tg� � '�b",� �I"3' S� � �12� s ` `� r �c, � , 0 2 �' � +�te �l Q �Pl� i��>-f �+ v��a� PC� :� �i v,5[�c-�i m�J z �� b•r`�c o � W u `�1 /�� E/�5 � W � j d /UORKSATISFACTORY:PROCEED � PROJECTCOMPLETE W � C� CORRECT WORK R PROCEED ��; ISSUE CERTIFICATE OF OCCUPANCY W O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN i- CITATION ISSUED ❑ STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next n pection 24 hours in advance. 249-460� OwnerlCo ra �on s t . Inspector. � White Copyllnspector's File Canary CopylSite Notice Ch,r�� DATE TIME CITY OF ORONO CALLED IN ��,, ` � INSPECTION TICE SCHEDULED �.�_� � PERMIT NO. �DZ��'� COMPLETED ADDRESS L'I SS �� S S2}C �-QYIQ- OWNER ��C�it ��. CONTR. C� C�� TELEPHONE NO. � DESCRIPTION I�-a�1h � ly� 01 FOOTING 11 MECHANICAL RI 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 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 C MAINT. 21 COMPLAINT � 07 DEMO-FINAL 5 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEP 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � W a o � i � 0�c a � 0 � W Q �`�rn -f � z W � W � j � � d YCJ WORKSATISFACTORY:PROCEED G PROJECTCOMPLETE � / \� W ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN � CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the ne 'nspection 24 hours in advance. 249-46�� OwnerlCon ac r on ' Inspector. ��-� White Copylinspector's File Canary Copy/Site Notice C�'Z�cJ � DATE TIME CITY OF ORONO CALLED IN ��/5 ��'�� %n�X(rL�-n^ INSPECTIO OTICQE- SCHEDULED PERMIT NO�D�C1�� COMPLETED � �Z�y5 ADDRESS ySr r��'`='�x �Nc OWNER� ��r� CONTR. C t oV� Z f-► i I I TELEPHONE NO. � Z- c�-' - y ��_�g T�n�. �--. � DESCRIPTION �ns a -�-I�t � �-- ty� 01 FOOTING 11 MECHANICAL RI 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 Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL � 15 SEPTIC IN � ? 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL—� 35 HARO COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: W ,�— I��C� �YPC!}S-�' Co��re,�t� D�4�Q IN�N � � � � �R � h A l I Y'�sERs � � 0 � W � Q � z W � W � j d WORK SATISFACTORY:PROCEED i PROJECT COMPLETE W � C� ORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. �- pHOTOTAKEN INSPECTOR WILL RETURN L CITATION ISSUED ❑ STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Cali f e nex ins ction 24 hours in advance. 249-4600 OwnerlCon act on s te- Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO C�LED IN INSPECTION N ICE SCHEDULED '��-4 '�� d� PERMIT N�. v � COM�LETED ADDRESS �S� 3�=��iC I'� OWNER �'�� '�� CONTR. �-1 C�'P+' �;u TELEPHONE NO. � DESCRIPTION � Ot FOOTING 11 MECHANICAL RI 18 EXCA�//GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i 09 PLUMBING RI �23 EPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL � 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � aA1 c�,t M. �- ��,.�,p S -�,..-�r';�, ��.�.2 � � � O � � O � W � Q � Z W � W � � d W� ❑WORKSATISFACTORY:PROCEED �PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cali forthe next inspection 24 hours in advance. �95Z� Z49-46�0 OwnedConUactor on site: Inspector. �'�C-� �' ��'r�,�,��^:t-'", White Copylinspector's File Canary Copy/Site Notice