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Home My WebLink About1995-007505 - sewer and water . PERMIT � d�ITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 Permit Number: " Crystal Bay, Minnesota 55323 ' (612)473-7357 Date Issued: SITE ADDRESS: DESCRIPTION: ,. _ � � _ �, . . � . ;_, __ ,t: ... .....- -- .. . � _, . ,; , . . , :_ . : ; _ - REMARKS: FEE SUMMARY: CONTRACTOR: . OWNER: .___ . . ___ - i��. � . . , . T , L. ¢ 1 �� £.� . «t _,b f'�'.� � i1 !i.t,� � ,«""^, C��`.-3�k �'� fi� �#� � ' - ,�.��,��r��#�"�"Y.. ._ ' � :'_� �' r '1 ��tiE�� :{a ...�;:r '�;`: +"'f�: �x;_ �;.��"�� =i-�! '��+� �` ��i�f� �t�,�� a (��"t`t,„�� ,,��y� �. '� ` , _. . . . . _ __ . r _ �.,,, . _ ., � �. ��- � � � � � � � ��r- �:�`�`` � =`q�� `�t� � �� L E � � C APPLICANT%PERMITEE SIGNATURE ISSUED BY:SIGNATURE �-�� 1 -� " ��50�� CITY OF ORONO S�P'TIC SYSTEM PERMTT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, N�t 5�323 .� �� JOB SITE ADDRESS. Occupancy Type: Residential �_ Commercial Other % Permit Type: New or Replacement System, $100.00 � Repair Existing SYstem, $ 50.00 (Tanks or Drain�ield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Nam • PhoneNumber: �7-3 —'��r' Mailing Add s: City:��/��e— �P� ��`3 Phone Number• �7.3—�3�v —' Contractor's Name• _ �-- s> Mailing Address: �6 City� � �� DO NOT MAII. PAYMENT WITH THIS APPI'ICATION GENERAL INSTRUCTIONS 1, Applications for septic system permits may be mailed or submitted in person at the City Off'ices; however, permits will not be mailed out. The permit must be picked up in person at the Ciry O�ces 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. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4, The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. g, Tanlc installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in � rock b P• S��on D. F i n a l i n s pection to ve r i f y pro per final cover depths and to veri that all ump (where required) components are functional and comply wi t h co des. 5. Individual holding NIPCA Installer Certificate shall be present during inspections: A 24- hour notice is required for all inspections. � ' t 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 installing the following: X ��er Manufacturer A. Tanks: Precast Concrete _ Tank Capacities: 1) -P o gal. 2) a�� gal. 3) /z 7� gal. B. Pump Station (if required) a�ch um curve & Pump make & model l<,J ��7 ll ,�- ��1.I� ( P P literature); system design requires gpm at feet of head. High water alarm make & model . Outside elecuical 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 j� 'x 77, ' Drop Boxes Sand bed dimensions �,/� 'x 7��' Distribution Box Pressure Dist. Pipe Diam.�_ �� Maniford Pipe Diam.z.- '� 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: �/ /J. 1� ' � Date:� � �— -- MPCA Certification No.: Staff Review: Approval Denial Reviewer: Date: Reason for Denial: � � , , Y � �� O.� CITY OF OR�NO SEPTIC SY5TEM APPROVAI., � �� '�F��'�� -.. CITY of �J]�Ul\TO � � , � �'y "`�"��' � Mwilctpul O[ficcs Y.l �4',;;. r , '��'��d�a ti ,� � Pust Oilke IIox 66 r�f��;a��J Crystal IIay,MLu�ta 55323-0066 �9�fESI�04� L�C�I.TION: 10 Myrtlewood Rd. OWNER: James Matteson GENERAL CONTRf1CTOR: S�PTIC CONTIZACI'OR: SIT� EVALUATOR: s—P Testing I2�PORT DATEseptember 25, 1995 T'he City of Orono has Approved your on-site system design as of October 24, 19 9 5 (approved-disapproved) (date) with the follo�ving comments: The southeast property corner must be identified � prior to system installation. THIS IS NOT A PERMIT. This is a design approval form wllich 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 euclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have pr}ar approval of the Ins��ector (473-7357). Call for inspections 24 hours in advance. ALL DIZAINFIELD AREAS MUST DE F�NCED OPr prior to building site excavation a�id fencing must remain in place until final site grading. Approval to pour footings will not be granted until tl�e Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAPFIC OF ANY KIND (cars, trucks, earth inoving 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 tlie timely completion atid or limiting the long ter►ii use of tlte property. A site copy will be available at the City Of�ces for the septic contracror. CITY OF O ONO By Stephen We man, On-site Systems Manager 'CLLGI'I IONG-473-7357•FAX-473-0510 �� .7"� �.Fi�.7T1.NG, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 Sept�mber 25, 1995 James Matteson #10 Myrtlewood Rd. Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1, three bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . This site has an existing Non-Conforming System which does not meet the 3 ' seperation from the saturated soil (mottled soil) & the bottom of the system. The system is also hydraulically overloaded with septic effluent surface discharging. This system is an imminent health hazard & must be abandoned & a new system installed. The existing tanks consist of 1-1000 gallon & 1-750 gallon (city records indicate block type) which will need to be abandoned, pumped & filled with soil . The soils on this site are a clay loam. A seasonally high water table was located at 12" to 28" . Due to the seasonally high water table, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. The soils at a depth of 12" have a percolation rate averaging 12. 4 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warninq device must be installed with a light and sound device, this is in case of a pump failure. • All neighboring wells are located greater than 100 ' away from the proposed treatment area. CONT' D � ` � James Matteson �10 Myrtlewood Rd. Orono (2) • 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 into the septic tanks. Garbage disposals are not recommended. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks . , Steven B. Schirmers SBS/ds — � . � � ��Oc�L. lti�V LoL1Qc'�10� I � MuS'� �.s�G L=GCr'«� P�lo� �o . .11�\g'CYl'1�L 1 T-�V S'..{S'�'�jri'1 . . . I fFGo�S � 113�o�-P• _ �tla.�� S � i I '�------ 'I _��3.�►'- �ILDiNQ � ��'�� " �n� . "� -� � 'i ' �,�n�.� �sr�cor,t,,, - �-;-_'.l �; � � �S �//��;' / ��' �/ _---- y -ra�-�w�5 + �� i - ` �4-�_-'"� � °+9.9 �ATE �' -- ,\ \ \� \ PL�M(T, N�Jr, ,�-- `• � •�S, n � �1�'PROVED AS Si.1BA!!t ED 'T� ��C�r�� H�„s� � - � � A�on�. � APPROVED WtTH COR \� �,�"'��' � NOT APPROVED _ ��ON3 /IS NOTEp ,� �, �, � S'��"''' " C RRECT & RESUBMiT , _�-D R��S�o �I C.t.�l�p-5'� S� +�ese c0 s fe pUr . .-'`� � f�H rnptiance wiih ${� int r►natioti. A!I •,aOrk shall#e 1to w ic �w�dfng & zon I 1 `_,\ � �,�, �nr� ��M.�..rnF t8Ri5 nat � �8 aeXi� �� . 5 CIflCaity noted in thRs •a�.•. � _� \ �\ � �4� � 4r�r i � I� � .^, , � V � � - �' ��i1 T� �i '�_{ 'r�" ° � �, � � �� - ' . / ''� --�'� t f . � -'��.. y °lo.o � . 1 � �J'� _ _ �o�esti� � / '��v�-� : 'ftrP o� e.o�� a-s�� ' � � ��'P�-�"� '�ti1�1�-5 � � 'F�1'�Y2�� S�.A'�S t�Qa�rn�+.�-r <4.-�tJ�L� • - Gl}AY1'g�L � �� S - � _�� i �.,�-.n �� - /o o.O R�4�`'0 ��o � , -J�� i� . `,�/ 1.i��.� � r �, ,� /� _. �(L�Vv\'�� . - -- ,�-,.;,— �� / 'PO��O //�� i_ � f' � �a..eaz��GQ�� \ �\� ` � � � 8 Perc�a!ion Tes1s Scale�J 3� • o � XSoil Borings jS �s\s+\ ~' \30' \x \�/ +q.3 " �� / a�'�-�� Benc�: Mork \�� ;� \ . /, os� �! '' � � i � Note� This system is to be cons!ructed to meet � � \ �( '�� P�-� , I �3 0�� y � �`� � the M�r�nesola Polluhon Con!rd A�en 93.3 �; `�+� '�'�� ,%� � - f , d,, �, �„� '�� . „/� 33 Chapter 7080 & •Local Ordinance i � y° '� �D ��J �� - � y , , � c�' �/ 3 °�3• ��,� �__J �`�, ( � ^- /1� !J Check al l underground �itilities � � r \ I t�s.e r"�- �� o I v � �� -- . � , 9�.� �w,r �. \ , ` \ ' 1'f20PERTY OF: �AM� MA�C-«�o�a_ � x� �� - I �� - {3 �\` ��.a +ea.e �_ �.E-�i' �� }��`i ��aN'� � t�y�-��wo�� v - -- __ __ oP�r o� -'��- "�os� -C4�r�S�1G�T- �a flR�Yk ��-�� -#��T`�� w��c-"t,�9-1 � OgO�o T�1� N'�� . Gt(�- � � 90.a � - S-P/�T£ST/NG/NC. ' Lesigned By:1C� ..—� 17��1�--- - - -\/�l�t`'�Z�"��'�LV��__ • Oo'e�.�/a,�/5� PN.6t2-497-3566 , - � . _ -- . � • � — _ . . _ . .___......_._...- ._._,.._....... . �.,.-.�.., , .:,....-..-._...,-..- -- cr._.--rr..r.r ..._. _ ._"* ♦.,-.. . � ':�tr . _. . . .�. . .. �. . .. � . . . . - , i L ; '% L1;�SS i j .9 1o'�c 37' '�� 't��o - - � - - _ c i � i �' r ��.- � � � .� Y,S � � '.1 �,� �F"` s �.. ; � � .S � �_J S , v � "PL�A-�.1 �/1'�v�/ --_ a � { �.3' SE i- BACKS � 13 I /o' I` � � � HOUSE Sysien must be � Tonk�� from property lires - �'-�� `� '�}1��1� w��~ ' ilv - �rtE�►-►-r � �S' from v,�zl;s �s2 from b'�os. ��.xc.��o �� "tip�� Trealmert erea =�fran lo:Kes , = st�ea��0�:�4,� supp!y and swi'ches rrx�st be focoted in a , Treetment oreo a� `rom properfy lines�� r o� • � weatner prco� enc�os�re o:.�s�e 1he pump�ng c��:m�r ond manhoie ,�1�Nµ��.:5 ,�,.�n t�-" � from w2"s � � � gaceF,« a�'�rom b!dgs. `''' ' /�'from trees SUIL BORI�G ELEVAIIONS � � � , s; � � � I. �"� i� � . �� ,_ Lmin.�----� . . �� Th�l �L.-qo•3 � ! j 3��c�o s�� P� pP' a TH.�2�L.-qa•� � I you�_ �rc�e�'. /oTh..3F1 -.3L3. ianR � �:i Droo �o Ton;�c i Tank 1 �� PRESSUftE D!STR13UTlON !VO�N� SYSTEM �� : � TH`5 �L.- � I�in. ��fo 8� �-Pump�ng f Max.l��io4� � ��P '�'�:�=S Sl�+��-�--oc� E�R�aT�O� 01 PROFOSED PL�MP;NG Chomber 4�10 6��dia.pipe ��,zc�s-t -sA}1`Fs m.asT-�� A�oa�.l - C�iA`!5��-�Qti� ,4�r�,4 �dc�•O - - F�-1v�p.'�r_F,�_uJ) so,� _ _ . _ - la'9o��n 6�4a�,y��+�,�C*k�+W-]oo. SYSTEM DES!GN -MOUND ' �0� °y t 1 L� - ��'S TYPE-S, � BEDr'200M , Averag2 percolotion rate L�.min./inch (design.83sa.ft treatment area peroai, of daily sewe� flow) � � . �LZ gal./day x.83sq.ft�gol..�2�.sq.ft.of trealment orea T 10%= sq.f1. (.= IOft.wietti=��.ff.!enqth of bed erea T s�de s!ope run�10 I x`_►:�..heig�= �-fi.x��.ft.la�n•cr� needed) ; Clean rock needed- 3�_sq.ft.treotment area x �•�S� dep1hc�rock=��.cu.ft=27=��cu.yds(3/4�io 21/��dia. ,��Judes 2�of rxk above p�pe) ' ��`�S� Clean sond fill below rock needed d dJ cu.yds. opprox. , scr,dy loam bxk fiii�`d a.yds.aoprex., topsoil 6��cu.yd. AV-•^5�-� p��S � '`� � vJ AS!'.'�O �cGo_L1ME��O -na0_'��_°70 "�O_�oP SO��._�F._\R4L��LA¢S�o��7) Number of ianks required�_, Ist tonkL[252go1. , 2ndionk��qol.minm�ms �us PamP�Nu L��mQ�� • • i Pumping chamber capacity- 25% of daily s�woge flew of y v a1.=�L� al,+reserve s'orc _ of 15 0«1/B��IZ. I.+pipe�ecic dre�n e- 9 S Sv � S'0 °S PFOP�RTY G�: iof.J`�gol./IOQlin.ft.of a��dio. s�pply pipe, lin.ft.needed�_, �gclimonrfo!d.�gol./IOOIiRftof a "dio,p+pe, In.ft.r�eded2 ,�_�:!. t� � � � total capaCity needed_.�2.L_oal.(plus orea for pump) �S� rr,,,-�. B J 0 9a l,ca P. �S L- �� ' �=.)� '�-L • �- � ^ Distribution,pipe.�.�dia. , o �1'�) �dia. perforotions�_��oporf _ , L�lin.ft., � Pump s¢e �� hp. (pumpab�e copocityla�.2gol. 4cycles/doy) J..J�� H��o P�.�ss ��5e�t�y� a°7 q,��un.— ( ,S P TEST/NG /NC ! No!e� 1'�hen coruirucling bed � , tnis areo shoub be st�ped No1e� Distance from treo'ment oreo to neiqhtr.,rinq w�!1s- � pes�gned °y�1�� , � " to divert run-off from enlering treotmenf oreo. b�� a"��l )DO � � Gc'e ��/�I� PH. 612-497-3566 � . I - � _ _ _...._ ... ... - - - , • . MOUND DESIGN WORKSHEET � ' (For Flows up to 1200 gpd) A. �.�w Estimaud Sewage Flow i�t Gallons pa Day(gpQ) Estimated y�D gpd x�,b« �:� ot 7ype I 'Iype II 7Ype III 'lype JV or measured — x 1.5 = — gpd. a�� ' 2 300 21S 180 cos 3 450 300 218 � B. SEPTIC TANK LIQUID VOLUMES � a 60o s�s as6 .,,.p. s �So aso zsa m � --1 f� O C� gdllOILS 6 900 52S 332 � 7 1n50 600 370 �� 8 1200 675 408 C. SOILS(refer to site evaluation) „ � x�� ,� ,.� 1. Depth to restricting layer= /�'',�y- a t� inches S °� �� ,,� 2 Depth of permlation tests = 1 a'' inches `A°"' `"""' 3. Percolation rate i a.•y mpi 23 a'4` ,'o�oo ;•,s o 4. Land slope 5 % ;Q$ � � �Q 9 sa�.c.s c:is� D. ROCK LAYER DIl�iIIVSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = . y v . gpd x 0.83 sq.ft./gpd= 3�_sq. ft. 2 Select width of rock layer(10 feet or less) _ /� ft. 3. Length of rock layer= area=width= R�� Z� Sq. ft._ �ft. = 3� ft. ,.,.�.ti.�.ti ti.�.�.�...ti.�.,.�.� 1•t•1K•!•�•t•l•t•f•r•t•t•l•t•r• ti.tiK•ti•�K•ti•ti•tiK•Yti•1K•ti.1•ti tift�tiK:ti:{:�f�f�r f��f��r�f�� idth S10 fk ♦.ti•S•ti•t.ti.�•tiK•t•ti J•f•t•t•t•t•t•�•t�t•f•�K•t•r•1• 1•ti•�K•�•ti•t•ti•S•t•\��•ti•�•ti•ti•'L .r.f•r.j•r•f•�.�.r•f•f•f•f•t•f•r. E. ROCK VOLUME ~— �'�' —� :��\�:�, 1. Multiply rock area by rock depth to get cubic feet of rock; �'T 3�sq.ft. x ?�a� ft. _��cu.ft. 2. Divide ru.ft.by 27 cu. ft./cu. yd. to get cubic yards; �2 cu.ft. s 27=1�cu.yd. � . 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �� cu.yd.x I.4 ton/cu.yd. _�tons. F. ADSORPTTON WIDTH G�-��t� ►�I .on VYdth Saa� Tibk 1. Permlation rate in top 12 inches of soil is la y mpi p�,,,�,R,� �-- �� ,�;,,u��;,,�, Soil Texture �,� m,� (r ah.wera� rndih 2. Select allowable soil loading rate from table; Faster than 0.1 0�sana 1.20 l.00 •� gpd/ft� O.ito� Sand 120 1.00 0.1 to 5 Fne Sand" �•� 2•� 6 to 15 ndy Loam 0.79 1 S2 3. Calculate adso tion width ratio b dividin rock la er 16 to 30 1..oam o.bo 2.00 rP Y g Y si co as s�ic�m o.� 2•�0 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo ct� L,oam 0.45 2.6� 1.20 gpd/ft2�- ,4 gpd/ft�= a.l.� Slowerthan 120 Clay 0.24 5_00 "Shc having 50�or mQe d fine or vay fine aand. 4. Multiply adsorption width ratio by rock layer�vidth to get required adsorption width; �2 x_l�ft= ��.� ft `-�;, :: � G. DOWNSLOPE DIICE WIDTH � 1. If landslope is 3�0 or more,subtract rock layer width from � adsorption width to obtain minimum downslope dike toe �r..� ft-,/o ft=�_feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation �.� feet b. Multiply rock layer width by landslope �� reo� co�.�. . to deternune drop in elevation; � � rooc Ro aa Siope Di�E1'eTICE S�peretloa � fe�t _ _�feet s�ov� D��rence�� et /D x �,� %i 100 = , uos�oo�w�atn c. Add depth of clean sand for sepazation (2a) --�3-feet Roce eeo wtotn at upslope edge,depth of rock layer(1 foot) to depth of �_teet Downslope W1GtN cover(1 foot) to find the mound height at the upslope edge �-ieet of rock layer; �.J ft+ lft+ lft= y.� 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: y.o x 3•3-� _�'�feet ' � f. Add depth of clean sand for slope difference(2b) at downslope edge,to the mound height at the upslope edge of rock layer(2c) to find the downslope height; y.� ft+ .J/ ft= 4.�feet � g. Enter table with landslope and downslope dike ratio. Select dike multiplier of s h. Multiply dike multiplier by downslope mound height to get downslope dike width: �t.S x S�_��_feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; L3 :.>.. � ;::�:::::>::::<::>::;::»::>:::::�;:�::>:::>:: :>:::..:. .:::: ::::::.�:;.:.:::>;;:<:::�;:;:.::.�:.::...... . � feet ;>:<:>::<:�:��v::<;:::>;>:::v:::;<:;:<,r::;;:;:>:;:>::�>��:;;>:::::;:_.::::;;:<:�>..::.:... :;hi�;�'`:{?C<:£�U sl •Mtotn:::�:::_:?ir.:';:;::;:<t:%�;:,;,,..:;.ti;,.::::v:::::':^#:::�::;:�:;r:�::�:s;:;�s::;v"�::%;a:. •::.?::::::;; p �'�:><;::r<•>`%::•.'•.•:::>.;:::::::r:`•.:::•.'.,... k.................�r:.;.;: ;:i%��°:'.':•::•;:;.�. . ••;. y...:;.;:;:r:,:.;.r�.;::.x.;:.•-r:n. al m un um of . .� .:::�::�..... :.. :.h . A:��;:::.::. $ Tot o d width is the s r..< <�� ::;:w;.:>,:..:�,.;.:: ��,:;:>s:,:.�.y<:<;:::>:� . ::. :, �}..� � ::.::.;:;.;.:.::>� .:: .�� ,.. <..,.:. ;�:,:<.,�,:. ..::. t�...;. . .::.:x.r:,..�,.:.,.:�o-;t�;h�a:x�vu,,.:: r-.,�,,.'...::•>;'i�::a'.°,�:::,::;.f',tt;y,::.'•:2��i,t,.?i.:wr:;.,,:..,'�'',�,.;`.;:;.rv.:;�::..,'.:3:.. 2.�R;Y�-:x;i•:.,.r. ::..:.... �y,•.�,:�H.:.<:+ upslope dike(G.2e) width plus rock '��`"��v��f�t>� � � #��`��'�� ;:;�:..}:,:>.�z;:,;: ocK e•a w�ocn �'^��:n:,.':::ts. >...:�4%�::�.,,•:, . �?i'..:... . L 1��_t��t f10�Y W1'••:11 U::�••.~::..Ml layer width (D.2� Plu$ o UD 0 Ol 0�l�D• Ot� - (��t fee t 3 ( -�- -�•�L ,:�i�:.?i::;?;.';�'•,:. ;`.:<:;:��i�;:;>:2:::2';'(,:;:::;i�:;;:;:'t:;i:'''t:::$.w`%:-�'$'i;:;:;�r.:::..:..::...�xY:t: downslo dike width G.2i _ �Af»; ..};?h:G:ii9.i4•j':ii.y3,.::�:,,..�a:z>.:...:rin.:>:�. .�,.::�;>;�::.::,<,,.,<,,;.�.:;:,... � \ �/ o vo:d....j.:: •:;�.:•'.$;.•::.;.,.,,.r.,}�,., .:.',��A.,....•;r;x;.::k�t..:•;b':.u` i:?i•nr'.-:•:.'•:%•• t'•:"t�``:�f:rc°:..,..:n,:: •.is:::-:::�:$::x::-.:.�. ::..>. . ..:c.:.>:::::<�`x�;:s:`.:;>:;:'::•:....:.,-......;.......;.;:•:;::.;?;•:;::::-:�;:�g`��a:;•:`::2s%:c%':: 1 p .:i}:=}:..:v+.v:v-v:i: ..�v4.:.:pi."+:'.:%Oiii':t:Si:i�:.:::::.y.v.iWiii:•�:v:i4:i}:'v+.�..:�.::i i"}:�'...-?.vT?:•:rf.v.t..:. ...5...{..:..::::::::�:v:+v�::.::..n.. � i:C.{•; T � � � �o N 3 ft a feet ft ft i 3 L_ _� ?:>�:>::<::�:�::`>::<�` :i'i:>'i:`::<`::r<%`- �.�>:v}�::i::?ii'.�:v ii?��i::::i�}i:>�':-i'J.:i�`r.'ik�?: �:�::::....::C:::....r;..:.....v..::rv:b}:: . ::y. .. 'I '::i:t:i:`:Oownslo t��MlOtn. �.}� :��f:'•":�::::?:';•;:ic�:...... . D !� T tal moun f o dl i umo en the s b`+` s �._ reet :s::i:: .....................::::::...�::::.•.:�::� ::ii::i:>tz:'>»;<< .:.>.:.:;>:..•.�:o:.;•;:.;y;>: � %T:t):�:?`::>::'•:i::�i>::•':�.........:•i ...>::�5.>:>`t;;•;:,:ii':;;:::::S:R`.:2:i;`:;:ii;:j':;i:;:;;:;;:;::+;;:;;•;;{.<:S:%:��:�:i:;`::;y:;:;';;'.;;y,'y ''.::.<':i<.j;':;':;::::::j;}5::.:::y::;=:2:_::ii:2:.:.:�.:::�:•:::�:�:::`.:.,.:�:::::.•::..::.:.::.:.>;:::.�::.,:�::.::.:.:;+.;.::.<::;.:::.::::' u slo dike width G.2e lus rock la er Pe ( ) P Y P �<:<>::::.'>::>;:;::::>::::<»::::::>:»::>::�::::>:><�::::»::>`:::;<;<::.:>::::::<?>::>:�:<�>::>>°�:::�:<<:>:`:;<:<:«::< ;:t:;`>::;':::<;:?,,»';>:<.>:;;.>:;;:<.;;:;:::::::.:::.:::;:;:.,:;;:<.;>:.;:.;>::.;;;;:.:;::.;:;<.>;..:;;:.;:::>:;;:::;;<;:.;:::,.,.:. >z><:»»:>:<:>:�:::<:>;�:>:<:::::;:::::>::;::::; ,.:.�. len h D.3 ' wi h �'�� lu u 1 ke dt .2e • ( s s o e di G >�.,:.:..:::::.:::::.::::.::::::::.::.:.: ) ( ) ::�;; :.;.;.:::.�.::::::.:�::;;�:,:::;::.:;:;.:<.;:..;:;:.::.......,,......,..r.. � P P P , �.;:.:;:;;:.�:::;::::.,::.:.::::::::;:.<.::...., . ,.::.:::;::::::::.;;>;:;;:.::: f + _ t + f �.::..>::.;:;:.::::: , >:.;::.;::.:�.;.:.::� : .L,-� 3� ft 1.�ft �_ eet � ` ' :::::::..:.:.:;: .: . _ .. , �� V� y a� �� . .�3 TotelLonpt� own ope ps ope 3:i �i s:t �:i �:s a:i e:i s:i 6i �:� a:� s.aps 0 3A LO 5.0 6.0 7.0 3.0 6.0 5.0 60 7.0 8A 1 3A9 U7 526 638 753 291 3.8'a d.76 5.66 651 7.�1 2 3.79 {.3S �56 6S2 8.1� 2.83 3.70 65� 536 6l• 6.90 3 330 l31 5.88 7.32 8.bb 2Ta 357 �35 5.� 5.79 6.15 � f 3A1 l76 625 7.89 9.72 268 3. l.17 �.81 5.16 6.06 _5 353 � _667 SS7 ]O77 261 l.00 {.62 3.19 5�1 6 3�-S�li 7.11 938 12W 251 313 3.85 {.11 443 S.�] 7 3�0 556 7.69 103� 13T3 268 3.12 3.7G �2i 1.70 5.13 8 3.95 SB8 831 115f 15.91 242 3.Q! 3,57 l.QS 1.{9 �88 9 l.11 62S 9.OD 13A1 18.92 236 29{ 3.15 3.90 1.30 4.65 ]0 �29 667 l0A 15.00 ?333 231 286 337 3.75 f.12 I.N II 4.�6 7.74 11.11 17.65 30.�3 216 278 3.73 3.61 3.95 �?6 12 lb9 7.69 1250 21.13 d375 221 2TJ 3.12 3.t9 3.80 �.OS F-17 �-�:J Y[_T_MP SELECTION PROCEDL�E ,.�„ _ EM PERFORATION OF 4 PERFORA7ED L�TE'nGL A. Defeimine pump capadty: �-�« GraviEy Disfribution T.,.� 1�,, 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of = '�:. � � . ,��»R��,k�,,,,,. waber use rate. '.�•�,�°�••� :'�b,.«��,..�..... 'w�..b,.... 2 Maximum suggested for delivery to a drop box of a home system is 2,700 ., . •-^�+-��^�-� , .,a te.,�... �. gallons per hour(45 gpm)to prevent build-up of pressure in drop box. _.,;p,,, ;_.,�.,., ,_-,..�;. ie er a�a� _ ::�::.. �.. . v.reierwn uu�d.� Pressare Distibutian " ' : c�••�s�•� �'"°"'«`"•••� 3_a. Select number of perforated laterals 3 b. Select perforation spacing=�_feet °''"'°'�°" ''�°"��'"° e«..►�.s�e�.. " c Subtract 2 ft from the rock layer length. ��-2 ft= �� fee� . d. Deteraune the number of spaces bet�veen perforations. I,ertgth perf.spacing=�?�ft.+3_ft.=1�SpaCes Required Perforationp�,�e e. ,�,spaces+1=_J�perforatioas/lateral �8��P��e�BPmf f. Multiply perforations per lateral by number of laterals to '�`aBe �Z��,r j ma� get total number of perforations. � x �,.1�Q,,_��perforations. �f��> � `�s X ,a-��'„�_�gp�- . . 1.Oa 0.56 4 SELECT'ED PUMP CAPACITY a�7 gpm 2.�b �.8� 1.�4 B_Determine head requirements: a.Use for single family homes 1. F�evation difference between pump and point of discharge. b.Use for all other applications feet ��.� 2. If pumping to a pressure distn ution system,five feet for pressure required at manifold if gravity s��stem,zero. S feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. , Pip�I-a►B�h Read friction loss in feet per 100 feet from table. Poinc of Discharge F.L= �• � ft/100 ft of pipe q� b. Determine total pipe length from pump to dischazge E1e�aaon Differrncc� point Add 25 percent to pipe length for fitting p,u„ -6b loss,or use a fitting loss chart. Equivalent pipe p _ length-1.?5 times pipe length= _�Z x 1.25=�_feet F-18b c. Calcvlate total friction loss b multi 1 n 1.5 inch 2.0 inch 3.0 inch Y P Yi g g� Friaim lm pa 100 ft of pipe friction loss in ft/100 ft by equivale�pipe length. 10 0.69 0.20 ' Total friction loss= �_x /• S +100=�_feet 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total 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) ..�_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 G Pump selection bo s� 0 8i �x 1. A pump must be selected to deliver at least :-r�' �gpm (Step A)with at least 1 � feet of total head(Step B). L-13 CERTIFICATION = 00627 Logs of Soil Borin� ' Location or Project James Matteson, #10 Myrtlewood Rd. , Orono Borings made by S-P Testinq, Inc. Steve Schirmers Date 9-18-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : liand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in � in feet Surface elevation 90•3 feet Surface elevation 92•2 J - 0 - Topsoil dark brown loam 0 - 1 '-MOTTLED 1' Topsoil dark brown 1 - Rusty dark gray loam 1 - loam 1' - 1-1/2 ' 0 - 2 ' 2 2brown �o�am 2 ' - 2' 4"-MOTTLED 2 ' 4" Rusty olive gray - clay loam Rusty olive gray 3 - 3 _ clay loam 2 ' 4" - 3 ' 4" Rusty olive gray 4 - 1-1/2 ' - 4 � 2�� . 4 - loam Rusty olive gray loam 4' 2" - 5 ' 3 ' 4" - 5 ' 5 - 5 - 6 - 6 - 7 - 7 - 8 ' 8 - End of boring at 5 ' feet. End of boring at 5 � feet. Standing water table: Standing water table: present at 4 ' 4" feet of depth, present at feet of depth, 25 hours •after boring. hours after boring. Not present in hole � Not present in hole X Mottled soil : Mottled soil : Observed at l � feet of depth. Observed at 2 � 4�� feet of depth. Not present in hole Not present in hole Comments : Comments : L-13 CERTIFZCnTION � 00627 Loqs of Soil Aorin�s ' Location or Project James Matteson, #10 Myrtlewood Rd. , Orono Borings made by S-P Testinq, Inc. Steve Schirmers Date 9-18-95 Classifiction Sys�em: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Iiand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number in in feet Surface elevation 91-2 feet Surface elevation 0 - 0 - � Topsoil dark brown loam 1 - 0 - 1 ' 2"-MOTTLED 1' 2" 1 - Rusty 1' 2" - 1-1/2 'gr��am 2 - 2 - Rusty olive gray � 3 _ clay loam 3 _ 1-1/2 ' - 3 ' 10" 4 - • 4 - Rusty olive gray loam 5 - 3 � 10�� 5 � 5 - 6 - 6 - 7 - 7 - 8 ' 8 - End of boring at 5 ' feet. End of boring at 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 . Mottled soil : Mottled soil : Observed at 1� 2�� feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments: Comments : � C�Ri. �00o27 PERCOLATION TES"I'DATA SHEET � Percolationtestreadinasm3l�b S—P Testing, Inc. 9-19-95 10:46 a.m. � y o� startin�a� p.m. �e�,�.� Testholelocatie� #10 �Iyrtlewood Rd. 1 9-18-95 , Hole number ,Date hole was prepare� Depth of hole battom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam A4ethod of scratching sidewall Knif e Depth of gravel in bottom of hole 2 inches 9-18-95 9 : 30am 12 Date and hour of initial water filling ,Depth of initial�vater fillin� inches above hole bottom A4ethod usea to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatlC s iphon � 6 ,Maximum water depth above hole bottom during test inches Z'ime Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch Water rem ining in t st hole 10:46 11: 16 6 1-5/8 18.5 30 min 11: 17 11 : 47 " " " " " 11: 52 12 : 22 " " " " " Percolation rate = 18'5 minutes per inch. ' Cr�i. T00b27 PERCOLATION TEST DATA SHEET � Percolationtestreadinssmadeby S—P Testing, Inc. o„ 9-19-95 startin�a� 10: 45 � ` �dm�, p. Tcst holc location �10 Myrtlewood Rd. � Hole number 2 , Date hole was prepare� 9-18-95 D:pth of hole bottom 12 inches,Diameter of hole 6 inches Soil data(rom tat hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam A4ethod of scratching sidewall Kni f e Depth of gravel in bottom of hole 2 �nches - Date and hour of initial water fillin,g 9-18-9 5 ,Dep��o�n itial water fillina 12 inches above hole bottom r4ethod usea�o 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 ':ime interval, � Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 10:32 prefill 6 10:45 11:15 " 5-1/2 5. 5 30 min 11:18 11: 48 " 5-3/16 5.8 " " 11:51 12 :21 " 5 6.0 " " Percolation rate =_ 5• 8 n+inutes per inch. : ' �.ERT. 100627 PERCOLATION TEST DATA SHEET S—P Testin , Inc. 9-19-95 10:44 a:m: Percolation test rcadin�s made by g on startin�a� m. ` idm�l ` Test hole location #10 Myrt 1 ewood Rd. , Hole number 3 ,Date hole�vas prepared 9-18-9 5 Depth of hole bottom 12 inches, Diameter of ho1P 6 inches Soil data from test hole: Depth,inches Soit texture 0 — 12" Topsoil dark brown loam AQethod of scratching sidewall Knif e Depth of�ra��el in bottom of hole 2 inches Date and hour of initial�uater fillinQ 9-18—9 5 , Dep�h��initial water fillin� 12 inches above hole bottom Method usea[o maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon . 6 ,Maximum waterdepth above hole bottom during tesr inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 10 : 32 prefill 6 10:44 11:14 " 2-3/8 12.6 30 min ll: l9 11:49 " 2-5/16 13. 0 " " 11:50 12: 20 " 2-1/4 13. 3 " " Percolation rate =_ 13.0 minutes per inch. r . ' DATE TIME CITY OF ORONO CALLED IN //" �" y-5 INSPECTION N TICE scHEou�E� ✓� /�� PERMIT NO. ��f�' J COMPLETED .�/,;�[� ADDRESS �� ZZ'�_c�-�t=� � /i G� � � ; OWNER f��- ��`�2,� CONTR. -��-��%�� TELEPHONE NO. �� 3 �� C'-� � DESCRIPTION � �s��`-'1-- l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL 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 INSPECT�ON Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPIAINT v 07 DEMO-FINAL 15.SEPTIC INS . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC � 35 HARD COVER REMOVAL J 10 PLUMBING FI 36 FOUNDATION/REMOVA� � OWNER�R TO MEEi YOU:_YES_NO � COMMENTS:��LC.�(J�(..L�.� ��/�jlr�-S ��l�I�'�I a - s�� O � � O � W � Q � Z W � W � � d W� ORKSATISFACTORY:PROCEED r PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. r- 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 it � Inspector. White Copyllnspector's File Canary Copy/Site Notice �...�.. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED /�_ __� t PERMIT NO. COMPLET D �� ' ADDRESS � OWNER CONTR. TELEPHONE NO. � DESCRIPTION — � 01 FOOTING 11 MECHA I AL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WEfLANDS 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 06 PROGRESS � 07 DEMO-SITE 27 SEPTI 21 COMPLAINT � 07 DEMO-FINAL SEP . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FiNAL 35 HARD COVER REMOVAL J 10 PLUMBING F � 36 FOUNDATION/REMOVAL � OWNERIC TRACTO O MEET YO :_YES_NO y COMMENTS: —�/ � W a � J O � � O � W � Q � 2 W � W � � d W� WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE w ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlConfracto 0 Inspector. White Copyllnspecior's File Canary Copy/Site Notice 1�-' CITY OF ORONO CALLED IN � J� INSPECTION NOTICE � SCHEDULED �� PERMIT NO. � COMPLETED �� ADDRESS OWNER CONTR. TELEPHONE NO. � 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/FIREPL,qCE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAI 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 2 FI 35 HARD COVER REIyIOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL 2 OWNERlCONTRACTOR TO M YOU:�YES �NO � COMMENTS: � W a � � � � � -- 0 a _ � 0 � W � Q � . 2 W � W � � � d W ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT OCORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN 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.47�73�J7 OwnerlContractor Inspector. WhNe Copyllnspector's File Canary CopylSlte Notice //� E � CITY OF ORONO CALLED IN � � INSPECTION NOTICE SCHEDULED � PERMIT NO. � COMP ETED ADDRESS OWNER CONTR. � TELEPHONE NO. � 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 O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC M 21 COMPLAINT v 07 DEMO-FINAL PTIC I . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEEj YOU:_YE NO h COMMENTS: t � l W — � a J � O � � O � � W � Q � Z : W � W � � W �"4�110RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE WO CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REiNSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor n ' , Inspector. White Copy nspector's File Canary Copy/Site Notice