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HomeMy WebLinkAbout1999-011565 septic PERMIT CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 � � ;���:° ' Crystal Bay, Minnesota 55323 Permit Number: ��=j��4,:+,_`' � (612) 473-7357 Date Issued: � .. _ ";r_=:: ._ .- : SITE ADDRESS: I DESCRIPTION: �v:'��;! __ '�' €`i E; _ , =:T�..:;-: ��,_°.�:a�, ;;; i�,=�};� ,=� . r,:`} �.. �• '_ - - - __t' I'�:�t�Ftil •_ 1 s,_f:-_ l�i�.=.. _ :. _ _.. ..��-1' _.. �,�,.�;�'�r�t' ;¢;{���l�l�; { �.��F� �-�:;-,:_.!�:_�.(lW.�'� REMARKS: FEE SUMMARY: _ -.-�F:. ....- .: �� � . CONTRACTOR: - t�:.���:�: i=��+.-��. -- OWNER: :�,°�:M �.z;�..-. . .".�I�.� _. .-�`�' - _.... : .._..__r:�' -;;�.-. -.-. :- -, " _ - _ = :: ��lv�'� `°:W :-�:: :�:-` . _ �:�-�r;._ _. ...._.:W��:. > �._� _� 3 i'•�F- �,,. ;-;��;� tr� :-::-�"�: �r;_� ..._ . _ _ ' - � -�.���j - - - , �� :. ;,' „ � I �°�i:i _ _ . . ..r•. _.. . ,. ^�..'_ ... _. {_,� ._.. ._ _ . _ _ . •;t� _... ._.. . , . ,_.... .. _ 1:—'!— i :i;. Ft . i (-�4`u`r i i }":�-a, t;- 'r i ,' }- ,�._ _ "� f a .:.�' � x �..;- �F_i'' }— v S,— � -; ,_.. _ . •_ .+—' . t_. •_�. ._._.. ._ _ .__� : ._.� � ;_�:., . � r . _ _ _ �° .' . :; [:,s ., .� �.., � _.e f:_ . .._ ..___ _ i �, , _.. . _ . _ . _ . : _. . _. . ._ ��_. .... . _. ..�.-.r..�. �---r-�-. i,�e�.�. '" � e 1 l..:...i . ._. . ' '_ ' ' _ . � � , . » ,_ . . � .. • `�;" `� i r;!s�.1° e;,_Wr,...�.._ " ,i , j ;ii 4-�`t:' _ i'{-:3 t�. 3 i�iµt;'fi�`a `•{{�. i,,s ; '��—� _ � �.'�i �=i ..,__.�� 4 :��_. ...�_ .� __ _ _ . ._. ._ .. . i` . .» . . ._ _ _. . �� i ._ . _ . . . ..._�_ _ _ . ..._ _ ..-- -.._.._, _. , , _ .� . � E it'�. ; -,;^•-i` C:�_ - _ " C' f -it.:" ' �• � ':i<.:r� . i. ._ _ �-:�, �.ti L ':,,�s,.� • i �P;..` I i.,t-a€'uf_._.•_� :n.�.±l _ .. . . __ :_€� , _;i. Nr'.�!_f : F..! ..'��_�. _.. .._ _ «�i i__ �-l� ' '�.C_�'?"."�. . .. . � ��y�i'`..--' -� /� APPLICANT RMI EE SIGNATURE ISSUED BY:SIGNATURE � SEPTIC SYSTEI�I P�Ri�•IIT APPLICATIOi�I � CITY OF ORONO � Box 66 (2750 Kelley Pazkway) � '�=�� Crystal Bay, I1� .S�i T ��323 ���}�� � �i �_Y S�'� I C �-C z. �. JOB STxE ADDRESS: � . � Occu ancz• Type: � Residential v"��' Commercial : ._Other P / Permit Tti•pe: Nesv or Replacement S��stem, ��'�0.00 � � Repair Existina System, � (Tan�s or Drainfield) 0.50 State surcharae added to above fees � . *See fee schedule for non-residential permit fees Phone�Tumber: Ozvner's Irrame• �`r},� , . Q ddress• City: �-.---- iVlailina A • Phonel\Tumher: ���7 r—i�� 2-- Contractor's IrTame. ��.� '° � S``" � City: �---- IYlailing Address: DO tiT0'I' tiSATI� PA.I'Iti�LENT 'S�I'I'H THIS APPLICATIOti' _ GEti�K-� -�STRUCTIO�IS � �, Iications for septic system permics may be mailed or submitted in person a e�u i� 1. PP Offices; however, permits will not be mailed out. The permit must be pic p person at the City Offices and work mus[ not be�in unless the permit card is on the job site. � . 2 permits v,lill be issued only to contractors holdin� a City oi Orono Septic Syscem Installers License. 3, AlI work must be done in accordance with thz approved sept��sYCim of Orono�Sept c reports arz not considered approved unless accompan.ied by iY � System Approval" cover sheet si�ned by the City J.nspeccor. 4, : The follow'in� inspec[ions will bz required for all septic systems: _ : .. � � � A, pre-installation site inspection to include inspector, installer, and general contractor. B. Tank inscallation prior to coverin�. Q ection is requued C. Dra'Lnfield trench installation prior to coverin�. For mounds, insp after rouQh-up buc prior to sand placemenc (sand wiil be jar tested for silt content), � and a�ain durin� pressure distribution pipin� inst,allation in � rock b P• S��io� D, Fina l i.n s p e c t i o n t o v e ri f y p r o p e r f m a l c over de pths and to veri that all umP (where required) components are functional and comply with codes. 5. Iridividual holdin�MPCA Installer Certificate shall be present durin� inspections: A 2`�" hour notice is required for all inspections. . � t NOT'E: �Applicanc rriust initial aIl spaces. Fill in alI appropriate blanks, check all a ro riate boxes. . pp p �� � . _ 1. I have received a copy of the system desijn includin� the Ciry of Orono Septic System Approval Cover Sheet. . -�-7 i � _ . _ ���� .2. I tiviIl be�installin� thz followinQ:'� = A. Tanks: .� precast Concrete Other Manufacturer �-'�`�-'����� Tank Capacities: 1) -i7c.,a QaI. 2) c�v oal. ^ � .l�_. � �) /3� g2i.. � - B• Pump Station (if required) Pump make & model ��,����2 � 1 (attach pump curve & literature); system desi�n requues Q z Hi;h Svater aIarm make & mode� �Pm at / feet of head. • ' eIectrical �vork to be completed by �instali r �. • Outside ocher � electrician . Inside elec[rical work must be completed by electrician. . ' C. Treatment System: � Trenches: s.f. � Mound Depch of rock below pipe " Rock bed dimensions�'x � � � Drop Boxes � Sand bed dimensions 'S� 'X s;7 � - Distribution Box � , Pressure Dist. Pipe Diam. ��" � .3Vianiford Pipe Diam, Z " D. Final Cover/Topsoil to be: � borrozved from site (show location on site plan)- . trucked in The undersignec3 hereby appIies 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 aze complete, true and correct: - ---� � Si�natureofApplicant:_ `� Date: ,� — —� . . �� - l� i' MPCA Ceriification No.:�Q C�� . . - � Staff Reviezv: ApproY .� Denial . . � � ReFietiver: -- � " • . � � ate: � - -�--L—.-- Reason for Denial• f Y ' � � � � � � CI � TY OF ORONO � � � � � SEPTIC S�S7�'EM APPROVAL o��� o �°`,�� � C ITY of O�O�T� � �`� � � ��� ����... �► c,�i�,-- � Municipal Otlices '�',�, �. �'v.���;�q ti, r�e on-�e s�x� �� � �� ��`��G c�y��aey,Minnesota 55323-OOG6 kESH�4 LOCATION: 60 Crystal Creek Rd. OWNER: GENERAL CONTRACTOR: Pillar xomes SEPTIC CONTRACTOR: SITE EVALUATOR: Westwood Professional �pORT DATE: April 30, 1999 The City of Orono has Approved your on-site system design as of May 10, 1999 (approved-disapproved) (date) with die following conunents: THIS IS NOT A PERMIT. Tl�is is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until tlie Inspections Department has verified that primary and al[ernate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, eic.) 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 N By �/% 1 Stephen kman, On-site Sy tems Manager TELEPIiONE—473-7357• FAX-473-0510 1.Ve�stwood Professional Services, Inc. . 104 Mar�y Diive,Sui�e 3 Buffalo,MN 55313 /��)I'I� i�), ���)�) Phone:612-682-2587 Faz 612 682 2639 Pil lar I lumes Ton F�ee i-ess-6sz-zsa� Email:wpzQweztwoodps.mm K_��. ���1Cf1118� 7�40 F. Lake Strcet Wayzat��, MN 55391 Rf�;: �eE�tic Systein Site Plan for Lot 2, Block 2, Crystal Creek. Omnc�. I)car K.C.: l�his pr��posed <�n-,ite septic system was desi�ned for a 5 beclroon� h��me, ���ith an estimated flow of 7�0 galluns per day. Uue to mottled soils at a depth of 24" in the primar}� site, the primary will need to be a mound sysiem with 12" of sand under the rockbed at the upslope side. 'I�he site in which this system is proposed has a average existing ground slope of 5%, and perc<,lation rates ran�ing from 2-6.5 MPI. The ro�k bcd sizc �rill be 10 tect tivide and 63 feet long with thc o��rall dimcnsiuns uf the priinary muun�l being 87.0 feet long and 37.5 feet wide. An alternate scptic s��stcm has becn shown on the plan to sho��� that there is enough undisturbed area on the lot to support another septic system. This system will also need to be a mound systetn. Mottled soils �vere found at a depth of 22 inches. The average slope of the area is 6% with percolation rates between 2.6 and 29 MP1. This system will not need to be constructed unless the primary mound fails. Certain precautions will need to be made to protect the areas in which the above referenced septic systems are proposed. E3oth primary and alternate septic areas have been or will be staked off. It is critical that the soil is not disturbed before, during, and after construction of the system. These systems should treat the septic effluent effectively if the systems are installed properly and are maintained properly. It is recommenced that the septic tanks be pumped once every two years. This will reduce the chance of solids reaching the mound system. It is also recommended not to use excessive amounts of chlorine, soaps, and chlorine products which can kill bacteria in the septic tanks. "I'his bacteria is needed to treat the septic effluent. If you have any yuestions in regards to this design, 1 will be happy to answer them. 1 can be reached at (612) 682-2587. Sincerely, WESTWOOD PROFESSIONAL SERVICES, INC. ���'�-�i��' �%��3-�" � f3ernie Millcr Septic Site l)esi�ner MPCA Lic. N<i. 43 Designing Ihe f uture Today_since 1972 Mar-05-99 08 : 53A P _ 04 = / � M()UN[� [)F.ti1(:N W()KKtil1l�i:l �/�Z�y �' • (!�„r f�l��„�. ���, 1„ i?(!(1 }��,�11 C�_/� ---- --� --- __ -- �i 1t� — `_ - ----------- --_ . � n r-�.� �`^� 1 1_lUTYnA St�r�Kt Ilv�s m(:lU�ini�u�d�� f".:i I i Tll�l l l'(� J v i ---- — "� -- Z._. _ .__ 1;�'� .r�,�„eh irnXi �n � � YLr��� 1�\r �,r m���titirec.� x l..`, __ };��il �" n 1 �00 T�S I&) �- lt `;I-P7�1C� [ ANkI.I(�1J11) V()l,L►Mf�� ; ; � ;;'� ik, ,;� � S 7:K1 a xt 79a i .u��. iZ� I._.J�_ Kalior�s � ,, i voo ��, „1 �^ I.y`� ��I �Y/ti� � i I QSCI � hCXI 17U I ���c! � N 120(I I F'l� IIII i � c �()I1_.� (refer to site evaluat�c+„) ! ������> 1 1)eptl� to restrictuz� layer - � inch��s _�,� "T� �� �� _ �__. ic��•t Nunt.c�.N �4�/rr�l+N� �+�wa��ry-w. ��.�•a...pa�i. 1�d�(w�W(i 2. llcpth of ercolation �Psts = _ incl,es ^�...� ��nry s��y,a.� ��^��.� �.� 3 Texture O�'r'1 I'ercol��t�orl ratc� Z-L•S` ill�'�� ��...• ��, ;'+� ,,,� ° �S�S lISC� .. _ _. ,Sm •isu wv, 4 Land slope . ;`��. ----. �0 7_ �, 3, s, 6� ,`�.�� �� k�., x,«, L). RlX'K LAYER D1MLN51C)N� - ' 1. Multiply flow rate by U.83 to obtaut required area oi rcxk layer: A x 0-83 = . ZSd_.. p,pd x 0.83 sq_ ft./gpd � ��D sc�_ ft. 2. 5clect width of rc>ck layc�r (max 10' if <120 mpi max 5') _ _ , ,,,LU ft. - 3. I_gngth c>f rcx'k layPr - arPa .-w�dth = .� _`o, o^ • .� . ;a.. •�o� .e l)�j sq_ fi. �.. ft b.� ft_ o��;_zL:�7:e:��e;�° o - -� c]sv�^Ccj nc • � e � e��.o�.�dvo�n ,a , Wl(�i.111,�_�l °�` v . � <12o�P� <io� �n��`ft L. ROCK VOLUM� >120mpi <S' 1. Multiply ro�lc area�y rock depth to get cubic feet ot rock; ��q. ft x � �- _�cu. ft. . 2_ Divide cu. ft. by 27 cu. ft_/Cu. yd. to�e�t�cubic yards; �,Q cu_ ft_ --27 --��`Z cu. yd. 3. Muitiply Cubic yards by 1.4 to get wei t af rock in tons; cu. yd. x 1.4 t�n/cu. yd_ � ton5_ F_ ABSORPTION W�DT�-� �w�a�s;�.,Yek 1. Percolation rate an top 12 ulc�ies of sail is��:,�n,�,; „�,,,mn„�;, �,,,,a, �soo1i�,�, Texture�lz 2 M M�,.a��.� s�T� o«d.r� ��o a� —— c�i wv�r� ��Ya w,aa� Fss�er�ao 0.1 Coare SaeG � '_U �00 �� OJ�u! SaOA 1 :!l� 1 00 �lect all�waF�le sc�i] l�adi���; �.�te (r<>rr� l�:blc�, a�,o� F,as�o <�,,�� >«� - , 6�u 15 Saody Louu U)v � }? ��(� �;E-�d/ir �6,0,0 ,..� �„��, �,� i��o,s s;h�.�, t,,c, —+�, s6<0 60 Clar�N°� U�r 7 67 M 1�,t 7p (�y 0.2� �txl 3 Calctiiafe adsc�z��tion wic3th rati<� �iy a1viditl�; r<�c:k l�iyPr """"`"'"'�o c�r o�o oa, 1c»citn� ratF �( 1 ?.0 �,*pd/It2 hy allc>wable soi! l��adin�; rc�tc; 1.?l) �;���/f t-' - ----- b'F'd/(t' _ Z-� ? '�1�i{ti��l\ .t��-.��r�,l)���i �� i�llii t.,�i„ I>� i„ � \ . � 4� I � r� �,-��itl, ��� �,,�t r��<:��i�ri•c1 a�1ti��r��,t�<�ii ��i�i�li, _?S� � l0 (t Z!j r, ----- �- � --- .__ . — - .- __.._ _..._.. .. . _ . � 03/05/99 FRI O8: '13 [TX/RX NO 53551 Mar-05-99 08= 54A P _05 �', T�(1�1�N.`;► (li'F f3i;.IlM WII �l I { •.�.,,,,. c����� i ] ll lan�l;lc��+�• is l"/, or morc, ,ial�tr�ji t rc��k layt�r v���dth frcin� ,i�ir.�,r>>1ic�n �v�cltl7 . ...� . + � - ( Rock 1 �`'��` tc� ��btau� mintmLmi dc�wnslUp�� hE•rn� 1��.� �_�e�,,.,s„� [d it - z� h = �D- fPet Na�„�..i�.,,�� �'T��u Z Calct�latc� Mintmum mc�unc3 �ilc - -- - -- -- �__ ' ;� l7c�terniine deplh ti( c�l�•an s�nc� fill a� u,�.,�.�,�\N�.il� �>�•.�.,.<<,�-w���h -- � up�lo�c• ��d�e of rcu�k lay�'T' — - - -- ---Hcx1�W�d�h ,.h..,.,��,,,,,��,����, -- --- --a 5c��nrQti�n 3' -_�_ ft = � feel — � b. Add depth c�f cle�i sand for se��arat�on (?a) a� upslope edge, depth of rock layer (1 fc�c�t) to depth of cc�vE�r (1 foor) to find the mound hci�ht at dle u�51<f�e edg�� of rock layer; �_ ft + lft + lfi = �_ feet --- _ . P ---- c. Enter table wirh landslope� and up5lopc•berm u 5�o�w,d,►, -- � ratio. Select berm multiplier of ___� . ��,_ d. Multipiy berm mulhplier by upsiope rnotuld I ur�.�„�w,a�,, �oo;:��o:��g�a �o;a,�b,�:: P c,� �w �� a �"�OrqOae U sln Width �..R4.v+P .t wdth J.,oa,oqsD:� height to find upslo e berm wid th� a�aa,ov z. � � „ a•�o a.•a� ---i.�� -- � s _ feet � e. Multiply rock IayeX wvidth by ' la�ldslope to deternline drop vation; � n��w�e�,___.._ � f�_. x.�_�/ - 1QQ = feet wt���aonw�a�,--- o - . f_ Add depth of clean sand for si�p� � _ _ __ _ difference (2e)at downslvpe edge, to T°`�'�"�` the mound height at the upslope edge �f rock layer (2�o find th�wnslope hcight; ,�(, ft + Q• ft - S•S feet g_ Enter table with landslope and downslope benm ratio� Se}ect berm multiplier of s• C7 _ h_ Mciltiply bez�m multiplier by downslope mound height to get downslo e b width• 5_D X��7, � E�tM S[.OPE MULTIPI.tfRS i_ Compare the values tep G_1�_ and Step G.2h �7. � ��.�� ��pE Select the greater of the two values • e �,,� °em���Or`�� a��"�,�,�-,�� �� ���� downslope berm width; 17• feet j. Total mound width is the sum of � 4� 5 4 � 5 �. 8 � upslope berm (G.2d) a 3-� d o s.o b.o �.a 3.0 <.o s,o 6.0 ,o s.o width plus rock layez width (D.2) � 3'� 4 �� 5.26 638 7_53 2.91 3.H5 4.76 5.66 6.54 �_q� ' � �9 ; 35 S Sa 6.82 8.1< 7 8; 1�0 4 Sa 5 ib 6 1< 6 vc� plus downslop�e b �m wicith(C�.�l�; ; 7.� a 54 S.SR 7.32 8.86 2J5 3 57 .191 5.08 5�4 6�5 � ft + j(�.5 ft + 1Q . �t = . Ecet , ��1 � )6 6.25 7.89 9.72 Z62� ��? a �) 4.F34 5 aG n�, k. T o t a l m o u n d l e n g t h i 5 t h� tium o f ups lc�j�r , �5; s.� �,�� $S7 ��.» z�,� �1� ,.W a�,7 S i� ��� bernl width (G.2d) �it1s ro�k laye� lengtll (D.3) c ,cx, s.2�, � i4 9.3a izo� �u i�, 3.85 4ai aq� ;.,, }1�L15 llFSIC1pQ bP.ritl Wlt�t}l �C�.�t��; D^� > ]90 , �h �G9 10.3d 13.73 2.4F i I� 3.7a a 23 a 70 •, n LZ ft + �_ ft � �� (t O / [eet x i'+'• �xK s3a �isa �s.�i t4� im 3» aos a4v �xx _._._ __._ � a I I n 7' 9 Ov i 3 04 18 9_� 2 1P '9a f �'� 1 9(1 1 t(� a i�t ' �ti � -,., h r,� iu(K� i1 clt) 7}�3 ? 11 :r,� � _�} t �•� � I' a a; ; rinal Dimet�sion�� � �� ,.�r� - „ �� �� �,�,> 1�<, , ,�. -.�„ , .� �,,� ,��. X � � � � I �' � ' ' � �,�� i:�Su �i �; <� r� : . �. , i: �av �n�� :nr j --�-� - -- ----- -- -- __ _ - -- -�---------- -- - 03/05!99 1'RI 08:23 [TX/R� NO 53551 , • � �'�' � , , , , � �'�'�'� , �.�., � � � � � � �:�:� � � � , �:, � � �,� � � � � �:�:� :�:� �:� � � �.� � �;� � � � �:. � � � � , � . � � ;', a � � ' � � �. � � �. � � � � �� � � s � '�:�:� E� , �: _ ; �:� � ; � s o, �:�:� � � �.���.� 9 , � � � � , , , - � � , � � � �.,. ,, � � � � . � �� H � �� � n � � � � s '�� � � a w � � }� v : � � � � � � a � � a� v 4 F �, " o v � o e a'� o v V� O C fi v � � � O� � �o P 03/05/99 FRI 08:23 [TX/RX NO 5355J 3 REOWOOD, CED OR � WATER T1GNT 8� LOCKAB�E ELECTRIC BOX TREATEO PQST�4 x 4 min) o PLUGS OR ELECTR�C CONNECTlONS ��IN51DE BpX�C CONNECTIOt�S MADE � � 2" PVC CONOUIT SCHEDULE BO -�- MANHOLE COVER CNAlNED 8t LOCK£0 S"SPACE S�� OE��TER COi�fl �OR o SEALED M�H�LE RINGS � � FINAL GRADE � A D AT I.EAST 12n t1Ni0N BELow �RA�E �, W1RE FROM POWER SEJ�Y ... . ; PIPE 1S LAiD ON A t1N I FORM SLOPE FROM z!� � � pUMP STATIO�V UP TO SOEL TREATMENT AREA /30D 9 l �' ► . FOR PROPER ORAINBACK S�ALED TANK COVER �-- IF PfPE AT Ti4NK MUST BE LOWE.R THAN UNION, TO .GET ELEVATION FOR DRAINBACK, PI�STIC ROPE �R CHAIN A �/4 iNCH WEEP HOLE MUST BE US�� W ITH ANCHQR ---- ALARM �LOA� ON SEPARATE WEEP HOLE � ELECTRIca;.. c�RCViT � NOTES� E�ECTRICAL WIRE FROM POWER SUPP�� `° STqR? i�y� � � �-- ,� MLEST NOT RUtV OVER ANY TAt�KS BUT � — - f�' x MI�ST BE r.�41D BESIQE OTHER TANKS � �$'-/D� �JG;:�ns �e� 3"� `� AND MUST 8E PLA�ED IN CONDU�T � ry�/e se�: a-� �lCyC►as P�� c�ay ALONG POST W SHUT-QFF LEVE� ELECTR�CAL CORDS FROM PUMP AND � FLOATS MUST 8E RUN THROUGH � CONDUlT, 1N1RES CANNOT HAVE GRt3UN� � �UMP CONT ROL FLOAT CONTACT � Z �Q� ° � �, ;; W � ^v't Fi�ure F-8 � 0 v Mar-05-99 08: 54A P _ 08 ��i�r=��utz�.p �ISTiZI�u�r�c�N ti1���rr:tvt �.,•„�,.>��,,, ,ar,f�� 1 �t'1��� t ni�rrlh��r ci( �,c�rfc.�ratc•c� I��trr.�l•, ,,,3 -- --- _. . . _ lz, --- uarlct nxh��i•�lui.��,�,��ti s�iacocl iJ 1 r�+---'� 2 5r�le�t f,��rt��r�tU<�n spacui�; _ _.� ... fc>el. -^- _ 9-�uf rock .._ _ . ._ _ :i SincF� F��•rlc,r��i�r�nti should not h�� �1:�� �•<j ��1�����r th��n 1 (t. tc> >'���� �v.>»y,7/��2' l/a th<> ���i�;�• <�f the rock layer (see di.i};r:�r1�), �ul�tract 2 Et. frc�m I'rrt�;���cink, 1 S �i th<� rc�ck l�jyer IenKth. K.,�►.— y� �� - z ft. ___bl---- f�e�. 4. Uetermirie t��e number of spaces hetween perforations. "��,���°�' Divicfe the length above by perfc�rat�oc� spacing and round Dfi�ud6� ;,-�•� ; ....— dc�wt� to nearesr whale number. "'"' 1.Oa 0.56 Q.74 Len�;t�� perf_ spacing =� h_ = � ft. - a 2.Ob 0.80 1.04 _� spaces �3) (2) a.Use!or s�ngle hauly homez b.Use for all other app►icatior�s 5_ Number of perforations is equal to oz�e pl,�s the num�er of p�rforatioil spaces _ � ��aCeS + 1 � �_�erfc�ratioris/lateral Mazimum numberof 9uartPr inCh perlorahoits py ]ateral tu�;uanuntee�]0%d�ticharge vanaqori Perlorauon -- ---- -- - 6. Muitiply perforations per latc�ral h�� numbe� of lateraLs to SPl�� j, 1� 2 get tc�tal number of perforations. 2.5 14 �$ 28 3 3 3.0 13 17 2E; ,��,,, X ����,�_� pe�rforations. 3.3 12 16 25 7_ Deterrin'vne re9uired flow rate by multi�lying 4_� 11 IJ� 23 z�umber of perforations by flow per perforat�on Jr.� 10 14 22 _�� x �7`'�_� ve*is �m/pe*f ��• w.ra.o�ac.�,w ., o0 oc ►ie�,�c oane.,*�. i,s,�.. .�" 8_ If Iaterals are c�nnected to head�r pipe as shown on upper _- c�xamplE•, to select minimum requirec3 Iateral diameter; C7itPT - ' �'"� -� ` _` a�� , tahl<> �ti•ith ����r�c>ration 5�7aCiri�; <irid nt�Inhc•t�of perforatiot�� _ --_.--' ,." __.-_ :� s��n' per latc•r.�l. Select muiimvm diarllt•tc�r for - peTfvrat�c� lateral = Z __ inches � �A`^ � ^�A��«^^[uILM�a ItY �CSM FL��N�q� n w�ru � Mww Ia��a.+T -- `a 11 F��rfc�r�jtcci Iatcral Sys�e►r� �s att:.��htd tc, ►��:jIlIEUIC� �71��1' near - `"-w'�"�� —�� "~' , �_• thf� �.-��i�t���, l��w�,r dia�rram, j,c>>f�.ir:.+tc�cj 1:3tf:•ral lert�;ili �ind - =~-'� y ���'- --: - r�iin,t,��r <,( }�c•rt�>rat�<�n5 ��c�r I:�t��ral w�ll 1��� a�.�E�rc�xirnat��l�� r,r��� ..f --. _ -,-3rI' ". I�;�1f „1 iii.�� in ��t��� K Usu��; t1����.�• � ,�lu<��. ti��lc�ct 1111111['ItLlIll - �,__- ,.-_ ... _. cii.3n���t�•� f��r E-�i�r�luratt•cj I:itc�r,il _ �.Y inchrs. ._ ... , _ �' ` ,�_ .�. � � ��,,• ( 03/05/99 FRT 08: 23 �'['CiR� �VO 53551 Mar-05-99 08= 55A P _ 09 � I1 l'UMP S�LGC.TIUN 1'IZULiipUltl !I� PfFE U1UT10H !11 n 1��n ivinl l l� 1�11�NA� /� 1��tcrmine pum}+ c�j�acitY= -u_�.., (:ra.�ity Distr:bution ` �� � 1 Minirrn�m su��-snd �s(,Ocl�;al1�,n, (x�r h�iur(lU!;I»��) In slav:,hc•a�i<�I �—.-" "'-'— — wat�r ux ralc. ;' �...-.�.,-.- �"�'"'". "k �... •-�_-�.,'�:,�,,.,�,^' ' Maximum su�,+t��rd for d�l�vcry �ci a drt>F�lx�x ol .� hi�mr sv�ic�m �s 2,71k1 "�- �' -,�i�—���� •.,..,,,...,, gallons pet'hour{45�;prn)lo prcv�,�� b��ild-up ol pres���m �n diup tx�x y� r,,,,� '^_ � �...� �r,....,, '�9n�1! .i ,�.�.„p� i+..r.u...��w�«.� Yressure Distibution ��,�,� ,..�� . , 3.a. Scicc� numbero(perforaled laterals 1 i. �—��r--�-�- Scic�ct pt�rforation 5pacuig- fc��t_ — �o„r�.,z,,� •.�....�„»a ........d..z......� c Subtract Z h.fronn the rock layer lcnbth. „�,�—�-2 ft.= feet_ �1 Deternnine the number of spac�es between}xrforaUonti. Ixn�th }n'r-f.Spacing= f!.+ (l-= s accs c'. sPaces t ] = perfnrations/laterai p ��lo s�x,wnui�� e P'� �� f. Multiply perforatioris Exr lateral�y nun,ber o(taterals t� D�s,charge ' t total nuni}�er o( �rforaeons. x H�d 'S7'�P" � -��.: fi� P� W.,.,. P„-��,,,,__ _ perforations. �Eccc� ' �� �ea X As.i�� KPIII '.. -� 1.Oa O.�6 0.74 SELECI�EU PUMP C'APACITY�_RI`TR Z.O� ��_F�O I.O4 R. Il�•terminc•head rec�vix'ements: -- ' i �leva�ion d"►ficmr�c�e betx•een p mp and�inY ot dixt�ai���. a- Use for ,in�,l�fam�ly i�un�es _�feet b.Use for all othcr appl�catipr� 7- If punnpittg tn a pressurc distn-butiot►system,fiye f�t for j�n�ssure rtquired at manifold if gravi system,zem. �_feet 3 Fricaotl ioss a. Fnter friction]oss table with gpm and pipe diametcr_ Pipc i.a�� Read iriction in feet per l0�feet from table. � � ?),2� F.L��ft/100 ft oE pipe Po�vf Discha�� b. Dc.stermine total Pipe lc�gth frotn pua,p to discharg� poinL Add 25 p�t tv Pipe length fnr fitiing E1c�u�oa Dif'f'csaicc loss,or use a C�thng 3oss chart. Cquivalcnt pipc P"u`�' lcngth-i.?S tiux�s � length- �� ��x 2.25=-....�_fcet __. F-tRn c. Cainilatc total friction bss by multiplying 1.5�ci, 2.0 inch 3_0 inch hiction loss in ft/ 00 ft�equivalent pipc ten�t�,. `� �`" F'�`m°"'«'`'�v�` Total fricCion loss� -��X�?�I00=�(/__fe�� 10 0_69 0.20 4. Total head required is the sum of elevation diffcrenc-�, �2 ��� ���g 14 1.25 U.3ti special head re9uirements,and to�al friction l��y. 16 ].G3 q ag 6 ,g ��z ,,.«� ; -- � ----� � . � 20 2.4/ � c 7 i t � 0 1 I ?5 '1.7i I . . 1) �r� � (1) (�) (3c) !(1 I •,�: , , . i,:� 1 � 'i5 :'�4� �,�. i� :�� l c)'f ,1t )il_AI�J at1 11 O; ' ' n: � (i ��� .. f��ci �•; la 1 t •a f t��t� 5(1 j�Ki I Q.SK c-_ I�iur►E, seleclion 5; �+ -��, u.�o (�ll S(�(1 I 0$� - -._ .._ _ ..__—. .—. _—. —_----�-- _.__ . ... I--- - � ; ]. A ��.trtt � rnu�;i h�> �,i�l<�rt��c9 tc> cj�1 ,� i / �� �- f ll( r at ��•.��,1 ; �� f;}i�ri (`it��i, /\1 tivit3� :3I I��.r-� �� (�'�•l cif lcil.tl li��.,�t �'.,,��� �SI - -- - - � ---- ..___..__ ._ -- ---� 0:�/O�i/99 I�RI 01i:23 ('1'X/RC NO 535:i I Mar-05-99 08= 55A P _ 10 t- . ' Z a O� r J C a 2 ll �u O� m J �� �� � _ Q li V W C7 �a aZ �� Q� QO N� n a �, r � O �� �I Q� � tr � o Q ►� w � � 4 � Q � � JZ Z � � � o �� Q ao � o w '� '' Q � � � j � Q� - - � M wm � � o _ ' �- � N � �� � w v �� /� ti wW � � a,� o � O W Q ►o 0 o w � � � � Q U �Q�N �Q � � \ � Q a�r\ Z Q QJ C��`�o O a t � J 4 �,� C) ' aw N��� _ j � lil U Q Q] U 1- �-� �,, ' , v� �r V. Q�>' Q Q � �ZQ � J � 0 � qQ � � �� � n" � i.,1 � a �' wZN� � a D- a ���n�j a _ � V � � �..� �� U � �_ � �,, r� z % t,i �• �t�J , I l�l-� f' '.v �1 03/05/99 FRT 08: 23 [TX/RX NO 53551 Mar-05-99 08 : 55A P _ b 3. � � f , ; l .l�YF R O� GEOTEx t i� F \ I_(�/1MY `;�NO CQ�� F!1(j�2IC ��t r;r c�i�n7 �U �A7CRAl_ (�F•iASS COVER - <� INCNES CLFAN `_iAND FII�L--- _.-. .� _ .;,---- —r. -�."'"- -,�.._ � IOPSOIL -- �.-r - - - / _y_ --ti_ .. n��-"G� ^� T-'O�'O...T, � ;� _�:�,, .� MAXIMUM SLOPE – �- � q,,�_ ` , . 3 To � ;I--;'-: .� 1.-.--�- �.� � - � ��; , �-,ti,�� —�`— �_ - - �-�--- -.. .--.--,_ti _._.. , __ _ _- -. �, ---c---��;;-�_� �_ _ :._�u„ -�-t- 10PSOIL -- CL E�1N I:OCK PLOWC� OR 3�a TO 2 '/� iNC►-�ES _1_--- - -- — O►SKFD SURFACE �;;`'�`;:'�— --=-_ . --•— _. .J �i� St.U1'E =ti-�'�`� SU8501L �;�� - s----- �- ��r ' � CROSS SECTION A -- A _ - - P�F'E FROM " � F'IJMPING CHQME3FR �\'� \ \ '� 1 1 ��• I --._ � I � I 1 � � � � � _ w � � . x0 n ' � ,� � / 1/ -- o N � 1 _'_ _ 1 � ` - j 7 ..... I � r � i -- � � � 1 1 � PERFOR4TED � ' T n � LATERALS -- � ; � ) __ � I -- � � � . � � � � , � � . n - , - r ; ; : J ._ 6ED AREA ; ; ; � � i , � ,.- �, , , , (,3os� �---�1 � w - � � � � I M � , , , � � ' I o � ,4 � �,., , ;. . ". ( ; _ ` W ' � � _1 A i u ; U � -- — I � Z , z � ( � i 20 ��o�o � � 20 _ - INCHES 1 � � ; '� '�I �NC �ES ._ � __ � ' ; , � _ � , � � - _.__ � ' � __ � � �� _ � I _ -_ O►KE — _�O FEET_ _ -- 17.4� --i--+ --D I K� - 10 --- --- -"" --' ---, TOTAL W I DTH — — -- 3��� � , . ' � � � ' � � ' ' , � II ) ) I I1 � ��---- . --.-- -- --�� nrv vi�w 03/05/99 P'RI 08: 23 l'PX/RX NO 5355) Mar-05-99 08: 55A P _ 1Z Fe�-22.-99 10 : 48A P _ U7 07, 19-1899 lA:f'i4 6l� 731 9'�It� CHARLE3 CVpO CQ, t� p�q C�R'fIF�CATION � 00627 jr09A Of 9a11 i3orinvs �,ocation vr Pscj�ct_ 1►ll.an Cwrl�on, Lot �., 61ook � � CrysCalCreek, �rono 8orinqe mdde by�eatlna. Inc _ �tev� 5ch�,rme�a Da�Q 8-�,5-89 classifiction �yatems Al►SHU�+t USDA-sCS X : t7nified ; Other Auqer uoad (cherk tvo) : H�nd X , or Power , Flight , or Duck�t X —�--^_ Depth, Barinq nu�bar 1 DepLh. �orinq number 2 in 97p .9 in feet SUrf�cv el�v�elon re�t Surtace elevec�nn g�g •` a ' 0 - Top�oil dwrk brown lo�m ?oproil d�rk brcwn 0 - 10" 1 _ loam . 1 - �n 10" - 1' 2"�MOT NG � Rustr elivo brown � - _ 0 - 2'-MC �'LxNG Z _ loam GTwY hr vn o�m - 2 4 2' �- 2' a" 1 � �" � " 3 _ ' 3 _ Ruoty qray loam 2' d' - 3 ' 8" R�aey qrsy �lliy laam 4 w � � 3' 8w � � 1 Ru.ty qr�y icam Rusty o ive bzown oam 4 ' - 4-1/2' 5 - 5 - Ru�ty olive brawn nilty �orm to loam - � 6 - - a' d - 6' • 6 _ 4-�.iz� - 6 � , — _ � - � .. 8 ' ' B - � End of bo�ing aC 6' feat. End of boring at 6 � FouL. S�ending water t�51e+ Start6ing watec tablo� preaent a[ fe�t Ct depth, present at fect of aepcn, houre �after boring_ riours af cer bor i ng _ �at preeent in Ttole X . Not nte5e!7t in hole X r+ettled eoils MotCicd eoil : � Obs�rved at �� =�Qt Ot dbptR. obeezved at � 1� Zu fee� of depCh. Not present in hvle Not preaent in hole commQnts� Comments � 02i22/88 MON lo: ls [TX/RX NU 5297) 03/05/99 FRT 0&:23 ►'1'X/RC '�'O 5355) Mar-05-99 08: 55A P _ 13 F o b-2 2-9 9 1 O : 4 8A P . 08 �e2-19-�9�� 16:�s 612 7�� 5r��u ul/>l��E9 Cu[� r_n. P. 10 ' � � a.� � J CER'^SFICATiON � 00627 Loq�_ O� 6pi� g�orinqa Locatiun ot P�oject 1�llen Csrleon, Lot 2 , s�ock 2, Crye�alCreak, Orono aoringa made by S-P TQBc`��. Inc . Steva SCfiixme�a �flt� 8-15-69 Clese_Eictiotl System: J�J►SHU ; USDJ1-9C& X �; Unified ; O�he� n�ger usea �cheek two� i Hancl X , or Power , F11ght , or Q�cket x . —---- Dept`�, eoz�nq 7tNmb�r 3 DeQch , Bor�,ng number 4 in 1n fewc Sur£a�� elevation 9Bo.e teet Surlacs vlavation 986. 2 o - . 0 - Tapaail dark broan 'loart� Topooil dark bzown i - 1 - I lOem � � a - � � �o" 4 z _ 2 ' 4"�MOTTL=Na � _ � � riwx'k qsa,Y 3oam � - 1 ' 1Q" - �' " " � ' -lfOTTLIHG � 3 _ Otrk qxty c �,y 3 _ Da2k qray3brown lcam lvdm etrvnq 2' 10" - 3 ' 8" � Rusty olive broM►h q _ Rurty qray cle�y � � _ clay loam 9[r�ng lcam � � 3' 8" - �'•8" 5 - i Rusty elivs brdwn I 5 - 3 � - 5� u loam ' Rust�y o iva rown lotlm 6 � . �' 8" - 6 ' 6 _ 5'�" - 6' � 7 - . 7 - � i , I e " B - � Find oF boring at 6� fee[, End ef box�.nq a�t 6' �e�,� , Sranding water tmble � SCanzing watier table: , �r�sent at feet o� depth, oreaenC eC feer. af d�p-h, i�a�rs •Aft�r borin9 • hours eft�- borinq_ tvot praaent in role x _. . *�ot prqaQnt ln riolc x Mottled 8oi1 : Mottled Roil : o�scrvea at ?� �� t�QC Of depeh, Obeerved at �"��Z � f4et of dapth. Noc Pre:ant tn l�Cle . vvt pzesent in hola . CommeTltB t CommQnte - 02/22/99 AtUN l0: ls ITX/R� NO 5297� 03/(IS/99 I�RT Oft:23 I'1'Y/RY NO 5355 ! Mar-05-99 08 = 56A P _ 14 Fcb- 22.-99 10 :48A P_Og 0?-t9-19q9 16•SS �17 7�1 q5 CLII'1�.1'L��'1'cuN � uun� i Clini�� �s r�pp Cp. P. li 5iM vI J�Via 1�ucltlVtd I.ocatio� or ProjeCC gl 2 Cr oC�l Uzono Botinge mado by S-P T��tina. ,p,� Sr�.,. Schirm •• b ,�Q� , ete_ 8-15-89 _�� Claseifiction Syetems J1J1SF{t��_1 USDP►-gCg��� Uhifi�d = Other A�qer usQd (chock Cwo) � Kand X , vr rower.��, F�,ighti , p� Huck�t X --�, Depeh, eoring numbez 5 Depth, aori•nq num�er 6 in in feec Surface elevatiOn 983 .8 feet 8urf�ce elevation 984. 3 0 - o - Top�nil Qark b=own . loaen . Tops�ril d4rk brown 1 oa�n 1 - 0 - 1' 2" 1 - Srowri c ay o�m -1 2 ' z _ ' Z" - 1'10"�MOTTLxpG 1 ' 10"-MOTTLiNG Br�Wn cln GTaY broMs� clwy • � =-1/2' - a ' �" loam 3oam strong 3 - � 3 _ Gray brown ciay 1 '10" '- 3 '4' loam �rtronq � � ' Ruaty 4I i,v0 hrown � � 2�� _ 4, loam 4 Rusty 4rny vam 4' - 4- ' Rusty oli.vQ brown S - . S - loam 6 - 3 � a" - 6+ 6 - -�..� 4-1/2 ' - b ' 7 - , . 7 - � — � e — . �nd of bo�inQ at 6,__ feet. �nd of bflring at 6 ' feet. standing wrter takble: Stand�nq �,ratet table: prescrtt ae � ___ � feet pf deAth, p;oQQnti �� feet �f depth, houzs -after borin�. }1our8 diter boring. Not preeont in hOle X NOt prCe�nt i� hole x � Mottled 80��: : Mocci�a ooii : _ o�eerved at�l� l�'�B�t. o£ depth. Ob��rv�d at 1 ' 10" f■et ef dQpkh. Not ore9ent ifl hole Not present i,n hole Commente: ' Commrnt■ : 02/22/89 MQN lO:l6 l'I'X/Rx NO S2A'71 03/05/99 FRI 08: `13 l7'X/RX NO 5355] Mar-05-99 08 : 56A P _ 15 Feb-z2-9g 1� : a8A F� _ 1 p 07-1 0-1999 7 6:55 Fi 1? 7?S t qS 1 8 (_I�GQI R 5 C't I()O C'O. p l� CERT, N006Z7 . PL�RC�LA'�'lON T�ST S7/�Tn SHE�T ' PelCulation�e��nadln=s m�dt by A-P _ �otinQ_ T1� .. aR 8-16—Q9 sturtinK n� p,g�' ` . �M�,� � O ��4� r�wc noi���.tioA i�O�2,eik. Q•Ct�+st�1Cr�ekHole number 1 . D►�,�►,..,�� W�.pr�pnrr�� 9-15�99 Ocplh of hole Dolt^^� �8 _ ��he�,Df�meterolhol� 6 lnches su�l d��e frwn tes�hal■: �l�h,inCtlQ� tivil lvc•u•C 0 — 18" Topsoll da=k b=owri 108m --�_ Mnh�of scrutchia��Idewv� Kn i t Q— Depth of gnv�l in bo�wca of hoM z +nct+�s i1,��c�ne nour ot lnicisi wsp�n(�jrt�,�-15—8 9 %���n�tiel wator ftlinQ 1 Z , � e nches above hule bcn;uni Mothod owa co matntain ac 1es�t !2 Inehes ot w�ter dtpth ia hol�(vr rt leasl 4 hctun �u tam4t in s lphv n — ,Mucimum w:t�rr 4eplh abc�vc hule bottom durin��r� 6 ��nc�. � �me • Yercu:e�lon 'Cin+c in�eMl. Me�tL►eeetenl, T`mp in watcr � rau. K�,•���r minutee � �+e1+e� I kvt{,inchc� i mieute.per i in�}t 1oi �0 pre�ill • 6 i ^ 1os�Z 10:57 " � 4-1/8 3.6 15 min ° 11 : 07 11�22 " 4 3.8 " " 11 : 37 11t5Z " 3�15/16 I 3.8 " " i • ' � . � � , t � �' �— -- . . —, --- —-- 1 . , .r. 1 . ..._... �.�-�.�.�..� Penof.�fon r��e � 3 •� �„inut�Y pet inch. �r _! U2�22/99 Mc)N 10: 18 (TX/RX NO 5297� 03/05/99 I'I2T 08:23 fTX/IZX NO 53551 Mar-05-99 08 = 56A P . 16 Fob-22-99 10 : 4SA . , P_ 11 e� i�-1H�i9 SH:SB 612 �31 95�8 t..-IIni7LG5 ���n CO. i� 1j i CER�^.4o0627 � , P''^COLAT10N TE�: I7AT� SHFF'T' ° -' v��c�t���onte�ttendin��madeb�r- S'p T@�t1nq� Inc. �„ 8-16-8y ,��R�� � 1 :43 � ,�..., g p m, Lot2,81k.a.Cty�taiCr��� 2 8-15-89 Te�t Aole loceli�+�+ ok�umb.� ,O�te 1wk wa�prcpured Depth uf holr boctv*+���'8 �nChec,Diun+uu o�hvt� 6 Inchc� Suit dLtu f�om ie�i hole: Dcpth. inchs� S�tl��tuta 0 — 10" Topsoil datk Qrpwr loatu la" , l�" erown lonrn uu+�.•�h<xi or�c.•r�cning�iecw.11 Kni�a Z vrp:n u!�r��c� �a bo��om of hore �n:'��s � e-25-89 �:�O�m, . 1� UN�c anc. hvur of fnit�ef w��er Ci1JfnP�...��, pc �n���ni wa�Rr Ci11inF - _.inchGK abbYc holc ba�t�n1 M«h��'ured to mlintafe it teast !2 I�chee oFwtter depth i�hele�or n 1e�st d he«� �vto111atic siphOn - �. ��..i� , vlAxintum wn�er clepth nDc�ve holt boltom durinL iest � i�chc� � f Time Percoluion T�rru j tnterv�l, Mssevnment. Orop in wM�- { r�1e. i R�mari:r ; minutcs iflche� Icvcl,innc�� � Riinuler jft! ' lneh 1a: 3a prelill . 6 . � I0 : 43 �Oi59 " d�l/16 � 3.7 15 min 11:Q8 11 �Z3 " 3-7/6 , 3.9 � " « 11 � 38 � 11:53 I " � 3-13/16 j 3.9 " �� - �- --���. � T— -• --��- . , ' I - --- � — ..._� --- � i --- � Pcr�u�alioR ra�c � 3' 8 �+Inutea pet inCh. 02/22/99 MON .10' �8 tTX/ItX NU 5Y97► 03/05/99 P'RI 08:23 (T�/RX NO 5355� Mar-05-99 08= 56A P _ 17 Fal�-22,-g9 1G :49A P_ 1Z 02;19-1999 16:56 612 731 951fl CHARLES CUOD CO. p la CSAT. M006�7 PERCOLA'x'�ON Z'EST DATA SHEET Pcrcol�tiontetlte�d'tn=�mad�Dy - B�p Teetinq���Ini:_„„ 6-16-Q9 y�urtin b� L �44 '` � , LotZ Blk. ,y�, g � �n. Te►t hule Iocal�o„�, � �•Cry�talC=eak Hole number 3 .Date hole wu.p�ep�rer�B-1g189 Depth of hole bo�tM* 18 �t►ch�+.D1�mtt�t of ho1� 6 inthe� $ail data from tett hole� Depth,inche� _ 5�i1 u�curY 0 - 18" TOpaoll d�rk brown loart► � Method of■cr�tch►na rideW R1l �xn�,�'• 2 _", Depth af Yra.rl in bottortt of ho1R inche� 8-15-89 : 30 � D�tt u�d hour o!'iaiti�►1 we�tsr filUn,�.��..�pd�o�initl�l wxier Gllink 12 �nchcw nbovc halc bc�tt�mi Mcwod use0 to enalntain u kuf 121nchn olw�tet depth In hvla tor at leaA�4 hour• �utomatiC �iphon . � � 6 .!�+ENII�tUm w�te�dupth abovr hoie b�tto��du�inJ�c�x� inch�r T�� percofatlon Ticne (�rvai.� MenaleRRlpA�. Drol�in wetef h�te. I���rurkr R►inuts�' lnclties 1ewl,inchca minu�e■per ' lnch 10: 30 px��ill 6 . 10:44 10 t 59 � " �-9/7.6 5. 9 I5 tnin �Y � o�� ?�i�Zd ' � ' I 2-7/16 6, 2 �� H �.1: d� il. � 55 � � " Z-5/16 � 6. 5 �� M � P ' � 1 I • _���� � Perculat�a�rsta � 6'� �+inuls.p�r inch. 02/22i89 MON 10: 1B ('1'X/R7C NO 5297� 03/05/99 I'RI Ofl: 23 �Tr/RX NO 53551 Mar-05-99 08= 57A P _ 20 f �b-77 - 99 1U : 49A ' � . 15 �!. IJ-1999 15:57 C��� i_Si 9516 ���n4�ES Ci�iu �:(�, , �'. t-� cc�T . �oobz� PSRCOLATION 'Y'EST DATA sx!��T PrrculMl+on teet re�ullnd�made by S-P T���,.�Q iNc ,���-1 9 ° "' o_ —�t�-�.-_Kuartinj,r� 10 :47 _ _ n� ....,;, T��,t hole locut�o� 1'ot2•81.k . 2�Cry�kalCreA3�ole numbcr 6 8 15-89 . . Dule nulc wa4��p;irccL.__.� D�pth ol'hok bot�o� 1 e � �nchea, DlamCler oC hvla,_��, inchc�: Suil J�la frpef�ltNl ho�Q; prr�h, ���he�� ' Sv�, i�x����, 0 - 18" ' Topeoil dark brown laam _ .—„ _ ___ .�s Mr�h�.�d o/Rc��cct,i�g�;diwsl� Xnifa lkpch af�ravcl in f�octom of hotR Z �nche� 8-15-89 �n�, D��i and huur uf initinl w�ter fi111n� ��T t1l�tlill w:ftrr{jtlih�i �'?�inche�ubovc hu��b���u�,,, MrthaJ used�o mLini�ln u leust IZ}nche�of u�atatdcpth�n hote fvr n� �e:►�cs 4 h��r� �►uti�mqtie sipheri . �+laximum waicr dcpti�a�c hule!+u�ccxn J�r;ng tc�� 6 tinnc�, . - �"�'� PurCUI;�t�un 7'imc ��crrvnl� Maraur�e�tn�. Dro ►n wotcr � r P tu�r. «�nu�k� minu�e� inchss icYel.;��hea . mini',�'pe� inch � 10 � 30 prelill 6 � IOe47 11z02 " 5-3/16 2.9 15 min 1 1 : 1 Z ! l 1: Z� �� i �1 �� N N 11 43 11s58 , " ( �� . a �,. ,�; � T`_ —- — .. � _. . � --.. -- __ �. 1 -- - - � --- i + -� - __ � ; pe�col.uon rat• -� �•9 •�,{nu�ec per Inch. . 1 02/22/AA MON lU: 1G I'!'Xi12X Nn 52P7 ) 03/05/99 FRI 08:23 [TX/RX NO 5355] Mar-05-99 08: 56A P _ 18 Fa�-22 -99 1� :49A � P . 13 tdy'�-19-19ASi 7Fi:S7 6f2 ?S1 9�1B L�IARI FS Cl�DO CU. �, 1� CERT. M00627 PSRCOGATION TEST l�ATA SHEE't �-' 4—Q T�atina, r � m ' PcrrulL�ion lt5t rtadinyf�m�de br-- — _�At�. o*—A���—�9 a���n��� 1 p•&� Lot2, H'lk. "�"� 'ftal hul[ loc�liun �;CrY�talCrvo��e numbe► + 8-15-89 ,Dnte holc wn+prspn►ea _�,� Ikp�h ul�►wle biutum 18 � inth��.Ui�fe+ela�n(1w1��-- .,inchen Su�l�•rta f��m teRt hvle• Ueplh. inchc�i 5r�:�ra:uru 0 - iB" Top�oli daxk brown lomm `i.ihvJ af t�r:,lch_l1b vidt�uill Kt11t8 tkpih af�rovel in bc�[tam uf hbte � �nchc■ t)�tc und hcn,f uf 1niti�l wyler fillia,� 8-15—Q g.pc�0�?�i��ul water f3113ny�- 12�,.,_inchc�nbov�ttolr bi�tWm 4lcth<xl u�ed to rnain��ie et ltsll I:inche+of wote�depth in hote tc�b�;��Kt 4 hour+_ �utematic �iphvn —�. ,Mn�imum w��er�plt►ubUve huic DuEtnn<<u�inb wr�,._6;nci,�, � ' ' Titne 1 Pereolution T�—�� Time � 1n�erwl, � Meaxurcmcn�. � �-upinwa:cr � r:���. � �imnrk� minwex inChe� � 1evr1.inchex ; m��u!��ear I�cA ' � �0: 30 � pretill 6 , . 10:45 11s�0 " �-1/4 i a.� 15 min �Zr10 �.� : 25 ; " 3,�,/16 d.9 " „ 11 : 41 ' 11156 " i 2-15/16 1 5.1 " " � � I • � ' �-'---�-�- ...�., ' " � ' f'er,u�.�uun r��e � 4 •9' �^inutee per inch. �'L/'L'l/99 MON 10: 16 I'l'X/12X NO SY971 03/05/99 PRI 08:23 (TX/RX N� 5355) Mar-05-99 08: 57A P _ 1•9 Fet�- ZZ, y`j 7 (1 - 7�Jl� - P . 1 4 , cj; 1 9-1 999 1 F,:S7 F;1;� ')'�t QS 1 E1 CNARI P 5 C1�00 Cn t� 1 t, C�RT. M006Z7 PERCOLATION TEST DATA S��EET - 9-P T.As�t1 n u r� Percol��ian tes�read�ng�rtud�by �, 7 nc- nn A-�7 6-R� aluctmg■�.__1.Q,�.�_� iJwr� Tex�twtc locatio^ Lot Z�81 k. 2 r CrYs t a�.0�e e k Ho1e�umber 5 . QNe hole wae p�pnrc�'- g'_ �5__g g 1e � 6 Dcpih �(holc bolt0►h �M1Chet, Dirme�n o(hol! inch�R So+i d:+tu Frvm te�t hole: Dep�h, inche� 5u�1 I�Kc�rc 0 - 14" Topeoil Qask brown �Qarn 14" - 18" HrOwn olay loam trtethud af scre�chin6�ido�roll.- xP►S.fe� Qaplh Of 6rsvcl i�DOitOtff of hvle z- - ---`flChes � 9-15-89 3 � 3opm 12 Datc und hour oi initla!wl1Ct ti111n� , Depth of initiYi watcr f�ltinq,_ i�ch�r rbovt holc bunum Me�hcxl uicd to m�int�ln at krsi 12 iaehe�of w��er aep�h in Role for m�ica,t 4 hourw �ytamati� o lohon_ ,Ms�imum wrcw.��pth abct�e holc t+wtam during lcs� 6 u,�t,r. ' Tin�e � DercoluliOfl � T�me � interYul. Meaxurrrncm, � Dn•�i�wste� ' rutc, _ K�iiuuk. rriifluteR � in�hrs � 1Cv�1. �n►�hca mir:ul�t per � ��c�t 10 � 30 , p=ofill � 6 � • _ . � 10 46 � 17. :01 � ; " , 5-7/B � 2.6 15 min . j 11 : 11 11: 2 ' u M e i +� u 11 : 4� 11 : 57 ' " « „ „ � ' ' � — . 1 � 1 ' - --- � -- � -�---. . __---- — - , — �. � ' , � - ..-�r------ -- � � t —�- � � i ' ' . _---- Pcrcului�o�rete � �'6 ^.�i�utc� �c�inch �2i22i99 MUN t0: lfi [TX/kX NO 5Y97 � 03/05/99 FRI 08:23 �TX/RY N� 5355► DATE TIME CITY OF ORONO CALLED IN �'"" �'� � INSPECTION NOTIC� SCHEDULED 7� �--� t �v b PERMIT NO. �I C✓ � COMPLETED ADDRESS �� G C� OWNER �i IIA� N61'�S CONTR. �S a`� �'1S TELEPHONE NO. ��� " � 7�� � DESCRIPTION lL 01 FOOTING 11 MECHANICAL 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 OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT Q 07 DEMO-FINAL � TIC INSTAL . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O a � O � W � Q � Z W � W � j d W� i WORK SATISFACTORY:PROCEED ,� PROJECT COMPLETE W C ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT [7 CORRECTUNSAFECONDITIONWITHIN HOURS. r- pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAL�INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next i s 24 hours in advance.473-73�J7 OwnerlContra n sit : Inspector. W te Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED '�l�� �s PERMIT N0. //.� �(a S COMPLETED --�� ADDRESS OWNER CONTR TELEPHONE NO. '� 7c1 — / 7 Co�� � DESCRIPTION - l� 01 FOOTING 11 HANIC RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27�MAI 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INST 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMM NT : � W a � � � �°� �' .� k � � � 0 � W � Q � Z W � W � � d W ❑WORK SATISFACTORY:PROCEED 1= PROJECT COMPLETE ��- W CORRECT WORK&PROCEED - ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. c PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR — CITATION ISSUED Cl INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspe tion 24 hours in advan .473-7357 OwnerlContr or n i . Inspector. Whi opyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN — "1 INSPECTION NOTICE SCHEDULED 7 �-t� �� 30 PERMIT NO. f���'� COMPLETED ADDRESS � D CC��.+.i���_t C--��..� � �.� OWNER ������.-�r-��l��°-� CONTR.��-�1L ��G TELEPHONE NO. �7 � � � � � "'Z' � DESCRIPTION r�--r2�'_-� � /�-t--c.t << Cs,� � 01 FOOTING 11 MECHANICAL RI 18 EXCAJG/GRADING/FILLING Q 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 O5 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q ? 09 PLUMBING RI 23 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNEHICONTRA TOR TO MEET YOU:_YES_NO � COMM . a r �� - � � � 0 a � ° �, � , �` � W � Q � z W � W � j d ❑WORK SATISFACTORY:PROCEED f_, PROJECT COMPLETE � ORRECT WORK 8 PROCEED i:] ISSUE CERTIFICATE OF OCCUPANCY W � ❑CO RECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. L PHOTOTAKEN INSPECTOR WILL RETURN i— CITATION ISSUED ❑ STOP ORDER POSTED.CALL INSPECTOR L INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473�7357 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE � SCHEDULED q-3— �9 9,� PERMIT N0. (1 � �O, COMPLETED ADDRESS C�O C��STr4 � ��i�C �c( OWNER CONTR. �4��5 TELEPHONE NO. � DESCRIPTION LL 01 FOOTING 11 MECHANICAL 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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z D COMMENTS: � � a Um � C � J O '' �a� u � 0 � w � Q � z W � W � � d I l SATISFACTORY:PROCEED �PROJECTCOMPLETE W � [� CORRECT WORK 8 PROCEED i I ISSUE CERTIFICATE OF OCCUPANCY W O G CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �_l PHOTO TAKEN INSPECTOR WILL RETURN C STOP ORDER POSTED.CALL INSPECTOR �l CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call fo e next ins tion 24 hours in advance.473-7357 OwnerlCont on site: inspector. W �te Copyllnspector's File Canary CopylSite Notice