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Home My WebLink About1997-008922 - new septic � � PERMIT . CITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 - - �� Crystal Bay, Minnesota 55323 Permit Number: . _ .. _ .._� (612)473-7357 Date Issued: , _ SITE ADDRESS: 8 _ � - _ - . � � DESCRIPTION: a ^ � _., . ;.�.r,-:: - ,.... - - �. -,�#- , ._ .. . _ . .. t rr�:i � ... � �' _ _ � ' '.. ...,.. -. .. ��. __.. . }-4:}5... . .. , . . .r_ �_. �.` . REMARKS: FEE SUMMARY: � �_��__..� _. t� _ _ __--_.__—__ _ r,_= CONTRACTOR _ - - - OWNER: , ,: ; . ,.. . .. , _ _ '. �; � -�,. -. i ; . � • �`J . _.�.•_ . � ..-.. . . . _.r'��% . . . . . � �, :'-. '_' i _. .._ . .... . . . .. _. Y-. .^..N: , . . .... . .. ,:., - ]' i�t�Y , . ... _ _ ..�_ . . . �� l F�'E: . .: .._ ... .. ........— � ' ",,l.._L.4 L {%�T:" ' '.L.r� � � �� .. . .,;..�. :i�"iYj .�1_E� ...._ . : . . .. ... . _ ._ . . .. _ _ .., . �.... ... _ .. . ... ._. ..,.. ' — ' ' ' — 1 � r ,.�' �f�sf`W'-1 � - ` r ';' t _ _ » 1 _. . �:C,.;- - - . . � _ . .. ..•�.�:'. . . ._.. . L:: ._._ ._�E. . ._�'t ,,.... .--"� - • � _.. ._._ _._ _._ _ _ �.___.. .. .... :'3.a.'�.__.�.� . _ ��s_f . .._.._ . _. .� . u.t w . , ._ ._ i i,.�'_``._ ' ',�„•31_.__ j;;T"'`-� 'f�l_.__ tw i- —i-- _ idm. �. _.._ . . .. i' ..ic'. ' ' " 7�'•i 's ! �' � " ��,_i -� : ��., . . ._...... ... . "` ' ''"_,. _ ,.._ .. .. _.,_ .._.. � _. ._,. .,... .. . ih, ,� � • t ; . � _. }°�,_: . ` �-� r :� , _�te t L _ _ ... _ . ._ _. . . .____ . . _ . � �� APPLICANT%PERMITEE SIGNATURE ISSUED BY:SIGNATURE r ys� / //` '� ,` CITY OF ORONO SEPTIC SYSTE�1 PERI`-IIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, �1�t 5�323 JOB STTE ADDRESS: z � SS C�r�v��'�^�+ „Sc� I�i . Occupancy Type: Residential X Commercial Other Permit Type: X IV'e�v or Replacement Sy�stem, $100.00 Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: � ��.�� Phone Number: I��Iailing Address: City: �P� Contractor's Name: C.�v�-e�- �f�; l ( PhoneNumber: y7�(—Z 2 �l � I��Iailing Address: City: 7�p� DO NOT NSAII� PA'Yi��IENT WTTH THIS APPLICATION GE\'ERAL INSTRUCTIO\TS 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 Ciry 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 si�ned by the City Inspector. 4. The followinj inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverin�. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rouah-up bu[ prior to sand placement (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipinJ installation in the rock bed. D. Final inspection to verify proper final cover depchs and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holdin� MPCA Installer Certificate shall be present durin' inspections: A 24- hour notice is required for all inspections. , NOTE: Applican[ must irutial all spaces. Fill in all appropriate blanks, check all appropriate boxes. �S _ 1. I have received a copy of the system desijn including the Ciry of Orono Septic System Approval Cover Shee[. 2. I will be installing the followinQ: A. Tanlcs: �(' Precast Concrete _ Other Manufacturer /'�`�-c.c� S7L Tank Capacities: 1) �t� gal. 2) �� gal. 3) '�u� �al. B. Pump Station (if required) Pump make & model �'�l �33� ��-e�s (attach pump curve & literature); system desi�n requires � gpm at '�� fee[ of head. Hi;h water alarm make & model (r-�av{��., Outside � ' electrical work to be completed by _� installer electrician K ocher Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. � Mound Depth of rock below pipe " Rock bed d'unensions ( � 'x 6� ' �r 2 Drop Boxes Sand bed dimensions 'x ' �,3� Distribution Box Pressure Dist. Pipe Diam. /,r " �o Z Maniford Pipe Diam. '�-- " D. Final Cover/Topsoil to be: � bonowed from site (show location on site plan) trucked in The undersijned hereby applies to the City of Orono for issuance of a septic system installation permit, ajrees to do all work in strict accordance �vith 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: f�� (/�l� Date: '��g ? MPCA Certification No.: � �� Staff Revie�v: Approval � Deni Revie�ver: �� `� Date: ��'��►--�_,� Reason for Denial: �V � � i � �. � O � � Y�� '�v .� ��.�!, � CITY OF ORONO ��:��`=-=� SEPTIC SYS7�'EM APPROVAL O " � ��a� �'�`'� � � �ITY of OR►�� `� �. Y�, � �li��l��j�.. � hlunicipalO�ces `�,� � � '��y T�d� ti, Post Oft'ke Box 66 ,�� {�`��,�'"�G Crystal Bay,hlinncsota 5532.�0066 � �� :'�. kESH�4 LOCATION: 2755 Countryside Dr. W. OWNER: Eiden GENERAL CONTRACTOR: Eiden SEPTIC CONTRACTOR: SITE EVALUAT'OR: S-P Testing REPORT DATE: December 13, 1993 The City of Orono has approved your on-site system design as of October 29, 1996 (approved-disapproved) (date) with the following conunents: THIS IS NOT A PERMIT. Tliis is a design approval form�vhich must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of �urrently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to ttie 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 Icispections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF RON By � !� /�--� Stephen W an, On-site Systems Manager TELEI'I iONE—473-7357• FA?C-473-0510 SEPTIC SYSTEM INFORMATION STREET ADDRESS LOT 2 BLOCR 1 SUBDIVISION Tandem Pro�erties ic ey site MONTH AND YEAR TESTING DONE 12-18-93 ITEMS ALREADY COMPLETED Borings, perc. tests , s�ratPm de�i �rn , an� site plan NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT: ❑ BORINGS ❑ PERC TESTS ❑ SYSTEM DESIGN � SITE PLAN A new site plan may be required if the house location or elevations are significantly different. ❑ OTHER ❑ COMMENTS DATE THIS SHEET FILED January 13, 1994 gy Stephen Weckman SUBDIVISION FILE NO. 1901 `�\ �, --L -�-- I-- :�; \ 1 �� -, � � �� C ~ Uv c --� 7 "�. N �; � �� -=—�. � - i - . _..-.__- . �./� - � . _�— � � � n � �� .� �� . � �, c�` � ,� � J ''_!i. � � > > � u'� � � � � J ; --> O ,� �v ^ ^ � ? � �- � ,�� r\_ � �J �� (-� ��. � V� � C � �� , r �L .� � J —� .. (, � _ _,� _ �� , r , � , ^. � ,�� , ;�_� � r. � � s �. � �= � 1 —�, �= � � r c G ,� _ �-., J :- � �� c� _ ^' �, � o � � ^ ., , ;,i �- — �� .�, , � -� � � � ,- � „� � � �'1 � -� � ^ :i � � �� -�-, �� C; � ^ `�� !\ v� `�� c� - - �..�1 ^e� ' \ C � • ' � � �� i� �� ,��? � �^ � �. � - � � �. � � r C � �-� u� � � �j�' � �� R' � "� ' � n � .. � � � � � � r � � `� � `X „' ,� � � ,� � - C � �_ ( , . rt� � l�.� `�^� .� ' i� � � � �l N � ,�- �- r fi V, � � C c, '� • � ;�� S'P TESTING� llr C. Steven B. Schirmers — MPCA Cc:��;. �:�..627 ` 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 December 18 , 1993 Dickey site Lot 2 , Block 1 Orono , Henn. Co . , '�N 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 bordered by - Hamel loam. A seasonally high water table was locate� at 14" to 30" , (mottled soil ) . Due to the seasonally high water table , a Pressurized �9ound System will need to be installed. 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 6 . 8 min/inch. A pumping chamber ��ilJ. need to k�� iiistalled to lift the effluent to the treatmen� a��C�a . The manifold an�� :��p�ly 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 warning device must be installed with a light and sound device, this is in case of a pump failure . Mercury floats are a good method. All neighboring wells are iocated greater than 100 ' away from the proposed treatment area . CONT ' D c � Dickey site lot2 ,Blk . l 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. Nothirig other than gray water , ( laundry, showers , etc . ) human waste & toilet tissue should be disposed of into the septic tanks . Garbage disposals are not recommended . Smaller amounts of laundry soaps , dish soaps , cleaning agents , etc . are better for the system. Antibacterial soaps & chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended, they may cause harmful damage to your system. Recommend to pump & clean your tanks by a certified pumper every year if you have 1 tank & every 2 years if you have 2 tanks to insure proper maintenance . C �_� �,� teve� Schirmers �„S SBS/ds ��-�'��' LtLL ��l��`� E�`-'\F'r��"� 0'�� F �1r�I� ��"�� i� �� ri`S'oSLP �i'�'�1�'�l'�1�7,� •., 'r��L`'r'r S '�.�� + "�.`G�'��_ �' �r'��C^�'�Z_ GOt'`�'�'.-�t�l o'�t `` '�M �J ��J — �� ....� �� + r.rnes i� �=�- �_�-�'` - �—� ; �4� C ��;�� I 1 �` C� Tr� ��. '�', J � I�F'i'r4VE � Ti-9 CO�tR'�;�.y�i��ry� A{J N�41..f.c ,,, � �`J I �__�---'� _ �, i�Ql A�P�2 ' D — ('L+�tF��T b; RESJSI+�l,T � �, '-� A �� ._�( �'tt�s�9 ex�»�snt� ar tcr Your ir►�orr�s`ciars. k�l vaDrk shatl t6�! i� ��. I � t'.' . �.f. , � — � `'� � 3�'t.�tEl R 'YV .�U` lfi�i,�!ib.�l�il'c' ��SM�'_�, � F�11f��d� �u�.i �,.y�� \ ; �s,-1,i , -�l�b��i! �"'ruik' �"3 %Yf +s�:�,�'2"� +?�J.'�'`Ci ,"fa � �. . f \ / I i :i.t.��S'� �.r_�� 1l�✓b•: �,� �M'; 41t 'Ni � �. .� �ivA�. 1.t7Y 1 ��jDG�'^a�S� _ \ � . \ � \Y�Yi'�1 I''�� \ �,rg.b � 1�-��'►�- 9r�at � � �„��-as o � �\d 5 SzS.� • � r _ ` � i i �,� � � Q�LAPCJS�4 �• S� �j �� \ �� " � 1 �1.1)''1P�7J1, '�. �� T`l°�i li ��ti� ` � �y v�U W �'a� G�FRmbEL � , � «i `'. V � � U^ , / /\ + Q � � � � �u�Q�OFbS£-� � / � � 1/ � � �` '�N�F 5 + ` �;; �� + V- t�gS 7 �Yri�1�'� � �o tie5� �\ ��''' �e�� /' �- �x4��s�o� / �"J Etk�'A-�1��5 s� ��-i ` �__ � �'� — � / U o �t� '�g � C o'�F 1 N � '� �-'��S � �J �3 9 � � 54�� / �-�'�n Sl�'Y�1��0�5 qg�y_ �, r�3 � �� i \ `�� ,.y '��* � / i + I \� �� , � i � — v Pr.rco�a!ion Tests Scale� 1-�_ �O� ( \ � •1—---� - - XSoil Borings v �� q3L.4 �.� �' � � � � � i �¢ $e�r: Ma�k � _ `i I�'�� A44�-o�, `I ��,}� ____ � �g�; t6L-�� !� '' � ��, � No�s� � - _GS`- Note� This system is to be construc►ed to meet ,� a V �t ��s� -� � � � � - -�� 30 �A' -a� � � the M�rnesota Pollu!�on Con.rot A�ency . � �__� ,,�, �- _i � � ,, 9ac�.', I �+� ��`��' � � __ �_ -`-- Chapter 7080 & Local Ordinance I�� I � � � � , '�� _ �� --�at�—S�- �' tjx�., ' �� -��'�—' Check all underground t��ilities �', v �-- �'--- 3ys= - PftCPERTY CF= n 1��G"( S 1'�s�- _ �' I�D'� �_ �;��- ��i � aL� �'�!�_v`� ��Pt-�1�� U'�� ---- O'� '�N� ��t�POS} �--' ..�Er��'il'�?-�� D'�O�l� 1`�l ?S . ��'�� G U . �„��-:i�S '��n g� � Yl��T'�'1� �o N S'�'�-�-J L�Ti t7�-1 S-P TEST/Nv/NC,r Desiqned By: �J��_ — �1� . ��'= ! -- Ca�e�1�/��/� PN. 6�2 -497-3566 — l � J i ,. ------------ _ — -- . -�,�`- , �! I , � --_ I � � lo �� co�' �oc.� g��v � � ,� I r' � 1 �, �' ' �� I � ` _ 1 � �� i - , i, �� , ' �o��c._ _3 0 . , o a - �'. '��oo oF sR►ao � � 3. 5 � F��.��4.< 3,� � ) � r, ' f- ' q��,o � � PLI�-� �/��../ !.5 �.u,.��.; � -�_. .3 °70 � , � , ; ScT- 9ACKS , 1�.. � /O' .� _ 1 `1 - ' ' ' i � HOUSE I � System must be� I � � , Tonk zo� from preperty '.ces >C - ��f!1 n L), :� !. `_:�=�L �,��.�T.--= � '�JL� �11S��ra-r ! ?L� from wei's I l,�A�.ti-ot-�'� ?� from b'�gs. f ,� ,,,_ . . ="°�ui . '�ec'mer�' crea = `rOm !akzs , =streCms I " Treotment area �� `rom proper!y lines NOTE� Power supply and switches must be iocated in a ( � M/�u i�u��5 m�n t,�•- �'��om we!!s /We°ther proof enc�osure outside the pumpmg chamber and manhole I � �A��rr« to 'jrom b!�gs. i � ' �- � r , 1�'C�-om trees I� �I SOIL BOR!!�G ELEVATIONS � �-� � - • �----?.omin. � ?H'I �L -��,,,a, 't�1 � �- ��c.,� I i j ,� � �"dio.su I TH.�2��_. -9 �•y I , ;;� _ �o s�_ grade `3% � Tan�c I i Tank ; � �'� PRESSURE DISTRIBUTION MOUND SYSTEM TH. 3E'_.-�� Drop to Tank I ; �� TH M� cL.��,p I � � „ , � ! n �€�� r-��.�. TH`5 �L-9� ' � Min. I to 8 L � �Pump�ng � � ; Max.l��to4� � ��t=vP �'r�t�'L'- �`�ra�Lo'�J Chamber ELEVAT�O'J at PROPOSED Pl!MP!NG i 4�to 6��dio. pipe CHA�,'.BER-3�1.��, p�m'��4 j , A��t.. -C� o�-�w��-�q�6 I, jSYSTEM DESIGN -MOUND 1 ' �o w-�sT �Loo-�-9��. ; ; TYPE-=, � BEDROOM , Averoge percolation rate ��min./inch !desi;n.83 sq.ft treatment area per gai. of daily sewage florv) � , � � U gal./day x.83sq.ft./gol.��. sq.ff. of treatment area +10% _��sq.ft. (.= IOft.width= �� ft.length of bed area +side s!ope run�to I x 3_1 heig`�t= �ft.x�°Z ft.lawn•arw needed) � ; � Clean rock needed- (��sq.ft.treatment area x �•o� depth of rock=�cu.ft :-27=�cu.yd�(3/4�to 2!/��dia. ,inciudes 2�of rock above pipe) � i �`�`"'`�S� Clean sand fill below rock needed�.l�_cu.yds. approx. , sandy loam beck fill �� c�.i.yds.approx., topsoil 6�� cu.yd. �3��-_ �81�0_ __p:-_4t�.- 1-'7 � I � c.�:�a�,�r�o � ��-:[.ac'1�EN9 '�o Aoa ��°70 �Co T�PSo��.�fo� ��K.�„��A� S1.oP�� _ �� G_'{v_'CoTAI� ' Number of tanks required �—, Ist tank � =�gol. , 2nd tank �v gal.minirrums ?LU S P�-1 m Pti 1�t� �- A m p E R- � � IPumping chamber capacity- 25% of daily sewage flow of 1�2�gal._ ! ``'`�gal.+reserve s'orage of 1�0,<; 1/BI� �� gol.+pipe back drainoge— ' i PROPERTY 0��l�_1L�'-( �i'f'� : of_1`�gal./IOO lin.ft.of � ��dia. supply pipe, lin.ft.needed f o' , ��gal.+ man�fo!d �go!./;OO l�n.`t of��dia.pipe, I�.ft needed�... ,�_gal. LU'f �. , '�f_lL � � totai capacity needed��Lgal.(p�us area for pump) uSE rn�n. ►�SD gat,cap, �'�C�� O 1"1 � • l--}�a� . LL� • i � � ��dia. perforations��apart ( � Distribution pipe��dia. , l�lin.ft., � Pump size ��hp. (pumpable capacity �9goi. 4cycles/doy) _�1��_�0 �_�.po _� �Ss_� p�sc�lR��,=�_�) m L�t_,____.. ; S_P �--E-S•r/N G//N . � ' Nole � When construciing bed - � tn�s oreo shoub be shaped Note= Dis'once from treatment oreo Io ne�ghbor�ng we!�s— ' �Jes�gned 3y� �� -�'� 7��=-'�- y� - ; 'o d��vert r,,,n-o`f from en'er��n;� 'reo'ment orea. � ��- - ''�r'�� ?-� /=�'�: ' • ' - �- ;'�-�,97-3556 _ � _ __ __ _�. , � MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A� FLOW , , Gstimatcd Sewage Flows in Galluns ps Jay Estimated '� O gpd (see pa�es D-7 or I-3, 4, 5) ,��m�� °�� or measured — gpd x 1.5 = --- ��°�mi Typc I Typc:II Typc 111 TI� B. SEPTIC TANK LIQUID VOLUl�1ES 3 asa 3� zga o� 4 600 375 256 �� 1-laSo �-- I-/o0 0 gallons (see pa�es C-3 or C-5) s �so �so �� ;, 6 9W 525 332 T>v<<. 7 ]O50 I 600 370 n°f C. SOILS (refer to site evaluation) s i2oo 6�s aos �d�,d 1. Depth ±o rest.lCtiTlo layer = _Iy �'f� �O �� lI;Ci1�� s�v�KT.�,4c.�..�i:�t��x.n„��, i 2. Depth of percolation tests = ) � '` inches ��m= "`°�"J�`'�"�I`.''u J";"`::y'";" Cspe..:y g<ro.,be di..;;�,.1 3. Percolation rate � . �! m i zo�kSf ,�o ��u � 3wa �an txb 4. Land slope 3 °l0 4or6 ,�p z� �,s a 9 zou� x,w ovor 9 .__._ D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = , '� J gpd x 0.83 sq. ft./gpd = !�� sq. ft.�-i�'-_ _��'L}`� 2. Select width of rock layer (10 feet or less) _ / D ft. 3. Length of rock layer = Area = Width = ��sq. ft. i _L ft. _ �Sl ft. Rock Bed f'�'f'f'f•f•t•f•:�t•f�l:f�t�f 5�••.•'.•ti•ti•'�•ti••.••.••.••.•'.•ti•ti••.• tirtifti�ti.tirtif f r r r•r r ��r•: �+•ti�ti �; •. ti•ti •. 'Vidth <_]0 ft. .f�f�f.r.f.f.f,f.f�f::,f�:;r,f •. . ti•ti.ti.ti.ti.. E. ROCK VOLUME .:.f:•.:.:.r.:.::::f:f::::`::•: �— Length ---� 1. Multiply rock area by rock depth to get cubic feet of rock; l��L sq. ft. x 1.v7' ft. = Z cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 71�d cu. ft. s 27 = a2_cu. yd. 3. MulHply cubic yards by 1.4 to get weight of rock in tons; a'1 cu. yd. x 1.4 ton/cu. yd. _� tons. F. ADSORPTION WIDTH G L�`-{ Lo Y}vv� 1. Percolation rate in top 12 inches of soil is L '�d mpi Absorption Width Sizing 7'ablc 2. Select allowable soil loadin rate from table on a e E-• PercolationRalc ca��o�s Ratioof p g � in MinWes per Soil Texwre per day per Absorp�ion widtb �.,L gpd/ft� �^�h cMP,� square foa �o Rock Laycr w,d,n 3. Calculate adsorption wi�th ratio by dividing roc�c layer Facterthan0.1• c�s�„� .___ __.__ o.�ws se�a �.Zo i.00 loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.��s•• Fine Sand•• o.�o z.�o 1.20 d/ft� . d/ft - �,,o � b�ois s,�ay�,,, 0.�9 isz � -'-1�gP Z— � 16 ro 30 L,oam 0.60 2.00 31 to as silc Loam o.s9 z.�t0 Check this value on page E-16. ��o c�ay�, e�4s._: 2.�, 60 a 12[1 — Ciay—" " 0.24 S.W 4. Multiply adsorption width ratio by rock layer width to get Slower[han c�ay _____ _____ i�.. required adsorption width; a.c�� x�ft = .'� ft � �. vowNSi.�I�� ulx� wiv�rx 'f��c�s�� . . 1. If landslope is 3% or more, subtract rock layer width from t , adsorption width to obtain minimum downslope dike toe for absorption: � a�ft-J�Z ft =� feet � � 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation /, s� feet b. Multiply rock layer width by landslope to determine drop „�,�,, in elevation; Slope Difference ��a� i U x "�r % 1 100 = . ?, feet • �-��--� c. Add depth of clean sand depth of clean sand for UP``°k"�� :��• separation at upslope edge (2a) to depth of rock layer to ��'�"�'� rock depth and the depth of cover to find the total mound ��R�d�h`' height at upslope edge of rock layer; ! • S ft + 1 ft + 1 ft = ?, feet d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of �.S'� e. Multiply dike multiplier by upslope mound height to get upslope dike width: ?. � x - .�� = 1 � feet f. Add the depth of slope difference (2b) to the upslope height to get the downslope height �._. 5 +_�= 3.S1 feet g. Enter table on page bottom with landslope and downslope dike ratio. Select dike multiplier of 4 - �y h. Multiply dike multiplier by downslope mound height to get downslope dike width:?.� x 4.5� = 1� feet i. Compare the values of step G.1 and Step G.2.h. Select the greater of the two values as the downslope dike width; �`� feet j. Total mound width is the sum of upslope dike K«k��w��a�h�`_�z_''`�'�:;�:.;U�io�'�e'w�a�h�-i_�`:..�:::�:•:;:�:. �vidth plus rock layer cvidth plus do�anslope :�:�'��=��`�� '�'��'�� .�:::�:::�:�:�.� ' " Koc l3ed Length . . . .�`-'-!+ dike width; ��`�� _ �`�� , �:::�•:'.c::::,:::::•.::::�::�.::•:�...'.:::�:?:�•:�':�•:•`�'t�:'.u��5io'::'•i��'via�;�� Z , �_ ft + I o ft + I � ft = ��feet �PS�o��:�w;��,_�� . p � k. Total mound len th is the sum of u slope g P t' '•�:�:• �Downslo.•.�.�Di1ce��lNidtti.��.��.�.��..��'��:�;: dike width plus rock layer lengtll plus Pe -�'�-- :•:•: upslope dike width; --�� f± + _�4� ft - --- l.� ft = _�Z feet L. •..Tot::l Len�;th..�•2.. - 1 � -!� �o� -� � � /C7Z � /O2 � wns op� ps opc 3:1 d:l 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 %slope 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 1 3.09 4.17 5.26 638 7S3 2.91 �.fl5 4J6 � 5.66 6.54 7A1 2 3.79 4.3i S.i6 6.82 e.14 2.A3 3.i0 4..i4 5.36 6.71 6.90 3_ 330 �S.SI�..._ S.fiA__.. 7.32 5.46 .... . .'"'' ._.°..i:7.� 4.3� � 5.06 579 6.45 -.-___. 3..1 4.,-6 6.'u i.Sti >.-. 2.i.`i � .,..- 5.1- :.&i �.46 b.Ca � 3-? S.CO 6.67 ,SS: .,_. �5i 33� 4i.t� :6? �.19 a.7i 6 3.co 5.'_6 i.7 3 9.3d ;?.U7 2�: 3.23 3.5i 4.41 A.93 5.41 7 3.&0 5.% 7.69 1034 ?3.73 2A8 3.12 3.70 4.23 d70 5.13 8 3.95 5.88 8.33 1151 15.91 2.32 3.03 3S7 4-(5 4.49 4.88 9 4.11 62i 9.(T3 13.(34 16.92 236 2.94 3.4.i 3.90 4.30 4.6.i 10 329 6.67 ]0.0 15.(a7 ?333 2.31 2.&Fi 3.33 3.7� 4.12 4.43 Il 4.48 7.14 � I1.71 17.0� 30.43 2.?6 2.78 3.Z 3.67 3.95 4.26 1? 5.69 7.69 1?�0 21.43 .3.T Z_t 2.%0 3.72 3.49 3.80 4.Ct3 �►-�� S 1'��- �. �.J, ,_ ._,._". ._ �:,..;_. : , _,�,.. • , 1. If landslope is 2.9 percent or less, basal width includes both the upslope and downslope dike widths, ' ' 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation I• `� feet b. Multiply rock layer width by landslope to determine drop �� in elevation; Slope Difference „�„� , /v x � %a = 100 = . �-- feet ' _�.ei srP..,cm . � � c. Add depth of clean sand depth of clean sand for ��W,d�, �� --'��<<R�a separation at upslope edge (2a) to depth of rock layer to RohBedW�dN �_ rock depth an�i the depth oE cover to find the total m�und �" ��.��W,,�, height at upslope edge of rock layer; --�`� �- I, � ft + 1 ft + 1 ft = 3:� feet d. Enter table on page bottom �vith landslope and upslope dike ratio. Select dike multiplier of 3.�c.� e. Multiply dike multiplier by upslope mound height to get upslope dike width: �'• '� x �'.'�� = I� feet f. Add the depth of slope difference (2b) to the upslope height to get the do�vnslope height ? , `� + ,��_ _ �,:.� feet g. Enter table on page E-18 ��ith landslope and downslope dike ratio. Select dike multiplier of y .� � h. Multiply dike multiplier by downslope mound height to get downslope dike width: � .� x '-�3'=�_ feet i. Mininmum mound �vidth is the sum of upslope dike ��idth plus rock layer �ti�idth plus do�vnslope dike �vidth; �_ft + �ft + �_ft = �� feet RockBeci�wid�h�'`i��"�"�':��:u��a�'w;arh---�..::;: j. Subtract the Minimum width G.i�from the Absorption ' �� `''`�� '`'��'�`��''`�r ': Kock Bed l,cn th�� ti•idth F.4 to find the Additional Do��nslope required for *:`=`��;._. g .;,.;;,�;*`�`� . � Absorption �04:,''':.::•;:::::":;:::::;::•:'::::•�:. :' •'•�::��::�::�:��.:��:��:�:�:.' �:.': �l��T �f t - �� f t - -Z�l f ee t u��o�Ui�w�a�;j��'�` ::�.:u�io��Uk�w�a�,�- L. ••:•:�:�:� k. Add the Additional Downslope required for Absorp�ion`�:::::-�;:�.:�::�::::.:?:.;':`��`.�;�:::��`.�:�•'��.��.��.�`��.�'�-��:'��:��'�.��:��:��..�: •.•.�. Downslope Dike Width __ ::;: to the downslope dike width and reca�ulate the Total ?vlound Width `vhich is is the sum of upslope dike FA4/ �� `�idth plus rock layer width plus do��nslope dike ��idth .��:��`�:,�`�:��'�:��`�:�`�:��`�: '::�:'�:`�:��'�:��`�:��: `�:�::�:��:�:�`�:�:::::: 1'1 -+'�a��'1 � Total Len th . ��i �_ft + �ft +��ft = �_ feet g ��- 1. Total mound length is the sum of upslope dike �vidth plus rock layer length plus upslope dike width; �� ft + L�-_ ft + 1'1 _ ft = ��_ feek wns ope ps ope 3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:i 8:] �,.upe 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 7 3.09 4.17 �.?6 6 39 7S3 2.91 3.0_ 4.76 S.fi> 6.:'� 7.47 i 3.19 �4..- � SSo ob3 d.', �.53 . _ '� �. , �36 E.. 6.t,J � _ 33J c_�-6 . �. 7_�_ a.5.. _.-- _-; .. . .-.:h `. .._ . 3.41 �.;6 o.2.S Zh'� 9.7� Z.i,+i _..- C.17 4.6� .i.:o 6.Ce 5 353 S.DJ 6.67 8..i7 IOT 2.67 333 4.(Y) 4.62 5.19 5.71 6 3.56 i26 i.14 938 12.07 2.SS 323 3.ffi 4.41 4.93 5.41 7 3.80 5.56 7.(fl ]034 13.73 2.48 3.12 370 4.23 470 5.13 8 3.95 5.88 8.33 ?:54 75.91 2.42 3.O:i 3.57 4.05 4.49 4.88 9 4.11 6.S 9.(N 13.(k 1d92 2.36 2.94 3.:5 3.90 4.i� 4.bi 10 4.29 6.67 10.0 1�.W ?l33 ?31 2.:� 333 3.75 3.:? 4.:3 .. 4.48 7.14 1111 1;.65 3D13 2.26 _'� 3-?3 3.61 3.95 4?b 12 4.69 7.69 1�:0 ZIA3 13.i5 221 2.%0 3.;2 3.69 3.eJ 4.6d , , PUMP SELECTION PROCEDURE A. Determine pump capacity: CGravity Distribution �o PERFORATION OF A PERFORATED LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm) to stay ahead of W,u�,yN water use rate. roow�� a ` ,r�'� 2. Maximum suggested for aelivery to a drop box of a home system is 2,700 ' `Loy�r of Geor�ctil� foMk(a tov- gallons per hour(45 gpm)to prevent build-up of pressure in drop box. �«„y sa�a�,�, �-.,,�,,,o,.�,o,,�y a urow cwa�d '•"�,-:�.:. .;.:with red roain poper) er m • e a PerlaoNon Orlll�d Horizoo�olly Pressure Distribution � • • • ,�„ p ,�a, r„ 3. a. Select number of perforated laterals �? •-��.:�+�. , A� ��as� �z•�o Ed,� ro Fl�ld Rx y.. •� of Rock Layer b. Select perforation spacing= ? ft. -� ' � pKfaollons Low�ed o� c. Subtra t 2 ft.from the rock layer]ength. c,w�s�,a�,,., B011om o� �a�.�o� �-2 ft._ !.(. ft. a+w�oi son P.o�«ir s�or�nw B�lon Pbckp Sand Loyer d. Determine the number of spaces between perforations. Length perf.spacing=�ft.+ � ft._��spaces TABLE OF PERFORATION DISCHARGFS IN GPM e. �a. spaces+ 1 = �3 perforations/lateral ' f. Multiply perforaHons per lateral by number of]aterals to Head' Perforationdiameter(inches) get total number of perforations. � � �, � , �� x �?,�= L�� perforations. �l��. � �� .o� os6 o.�a �� (o ]S 0.69 0.90 g� P� X aa^/P�-�-��m• 2.06 0.80 1.04 2S 0.89 1.17 SELECTED PUMP CAPACITY m 3.0 0.98 1,2g --�-SP a.o ias �.a� 5.0 1.26 1.65 B.Determine head requirements: 1. Elevadon difference between um and ii�t of dischar e. aUse 1.0 foot of head for residential systems. �� pfeet � g bUse 20 feet of head for other establishments 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold �feet 3. Friction loss Pipe Length a. Enter fricHon loss table�vith gpm and pipe diameter. � Point of Discharge Read friction loss in feet per 100 feet from table. �9 F.L._ � •So ft./100 ft of pipe Elevation Difference b. Determine total pipe length from pump to discharge p�,p �,�� point. Add 25 percent to pipe length for fitting loss,or use a fitting loss chart. Equivalent pipe F-18b length-1.25 times p� length= l� �x 1.25 = l33 feet 1•F�a�o�n 1�•0 inch 3.0 inch 8Pm P�+100 ft oC pipe c. Calculate total friction loss by multiplying 10 0.69 020 friction loss in ft/100 ft by equivalent pipe]cngth. 12 0.96 028 Total friction loss= a- C. x 1 33 +100=�_feet 14 1.28 038 4. Total head rec�uired is the sum of elevation diffcrencc, 16 1.63 0.48 18 2.03 0.60 special head requirements,and total friction loss. 20 2.47 0.73 0.11 25 3.73 1.11 0.16 � ) + S� +�►- _ 30 523 1.55 0.23 �1� �2? �3c� 35 7.90 2.06 0.30 40 11.07 2.64 0.39 45 14.73 328 0.48 TOTAL HEAD a D feet 50 3.99 0.58 SS 4.76 0.70 60 5.60 0.82 ; C. Pump selection 1. A pump must be selected to deliver at least�� gpm (Step A) w�ith at least� feet of toEal head (Step B). Location or Project Dickey site , Lot 2 , Block l , Orono _ ' � Borings made by �-P �estinq , Inc . Steve Schirmers _ Date 11-4-93 � • Classifiction System: AAS�1� ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , rlight , or Bucket X Depth , Boring number__ 1 Depth , Boring number 2 feet S�:rface elevation 985 • 2 feet Surface eie ation 986 . 4 J - - -- ---- 0 - - - -- - -- Topsoil dark brown loam Topsoil dark brown 0 - 10" loam 0 - 1 ' 1 - c a°yW�oam10" - 1 ' 2"-MOTTLED 1 ' 2 1 - Brown clay loan� Rusty olive brown 1 ' - 1 ' 8"-MOTTLEDI ' 8" clay loam Rusty olive brown clay loam 2 - 1 � 2�� _ 2 � 2�� 2 - 1 � 8�� _ 2 � 2�� 3 - 3 - Rusty olive brown Rusty olive gray loam loam 4 - 4 - 2 � 2�� _ 4 � 4�� 2 � 2�� _ 4 , 8„ usty 4 , 4„ _ 4 , 8„ oi ' e I�romn Rusty , „ , o ve brown sty , „ , a� 5 _ 4 8 - 5 si��y loam 5 _ o� ve 4 8 - 5 6 - 6 - 7 - 7 - ! g - 8 - � � � End of boring at 5 ' feet . End of boring at 5 ' fe�t . �'�anding water �.�.ti �e : Standing water ta>>i�� : preseiit at 3 ' 10" feet cf depth , present at 4 ' 3" f�et of depth , 20 hours after boring . 20 hcurs a�ter �orinr, . �'ot present in hole :1ot present in hole ,�io`tled soil : "�ottled soi1 : Observed at 1 ' 2" Observed at 1 ' 8" f�et of depth . feet of clepth . Not present in hole _ ��ot present in hole Comments : Cor�ments : _ � � .-- - - � � , . . _ . . . _ Location or Project Dickey site, Lot2,Block l , Orono Borings made by :;-p �estinq, Inc . Steve Schirmers _ Date 11-4-93 � Classifiction System: AASH� ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand_ X , or Power , Flight , or Bucket X Depth , Boring number _ Depth , Boring number 4 in in feet Surface elevation � feet Surface elevation 986 . 0 0 - — ---- ---- 0 - - -- Topsoil dark brown Topsoil dark brown 0 - l , loam � _ l , loam 1 - 1 ' 2"- MOTTLED Gray brown 1 ' Gray brown clay loam 1 ' - 1-1/2 ' loam 1 ' - 1-1/2 ' -MOTTLED 1- /2 Rusty gray brown clay loam Rusty gray brown 2 1-1/ 2 ' - 2 ' 4" 2 clay loam 1-1/2 ' - 2-1/ 2 ' Rusty gray loam 3 - 3 - 2 ' 4" - 3-1/2 ' Rusty olive gray Rusty gray silty loam 3-1/ 2 ' - 3 ' 10" loam 4 - 4 - Rusty olive gray loam 5 - 3 � 10�� 5 � S - 2-1/2 ' - 5 ' 6 - 6 - 7 - 7 - I g - 8 - � I End of borinq at 5 ' feet. End of boring at 5 ' feet. St��:ding �.�ater ��..�� _ . Standing wat�r table : present at 2 ' 4�� `�� of depth , present at 2 ' l1" feet of depth, 20 hours afte� boring . 20 hcurs a�ter boring . Nc = present in hole Not present �r� hole Nlottled soil : Mottled soil : Observed at � � �� _ feEr of depth . Observed at 1-1/ 2 ' feet of depth . Not present in hole _ PJot present in hole Comments : Comments : • _, 3 _. 1 CI;i�.�;'l ;�'1�:`.7'li';.: ��27 .. �� 1� ��;� ; I;<�I i_IlyS Location or Project �i �-kPv �i � 1g��, Block l , Orono ----� �- F3orings made by ;;-p �Pstinq , Inc . Steve Schirmers Date 11-4-93 Classifiction System: AASIIU ; USDI�-SCS X ; Unified ; Other Auger used (check two) : Iland X , or Power , Flight , or Bucket X Depth , Boring number _ 5 Dept:-: , Boring number 6 in in feet Surface elevati�n 988 , 6 feet Surface elevation 986 . 6 J - _ ---- ------- -- 0 - -- - - Topsoil dark brown Topsoil dark brown 1 - loam 1 - loam 0 - 1 ' 10"-MOTTLED 1 ' 10" 2 - 2 - Rusty gray brown clay loam 0 - 2-1/2 ' -M T 1 ' 10" - 2 ' 4" Rusty gray clay 3 - 3 - loam Rusty olive brown 2 � 4" - 3-1/2 ' loam Rusty olive gray 4 - 4 - loam 2-1/2 ' - 5 ' 3-1/2 ' - 5 ' 5 - 5 - 6 - 6 - 7 - 7 - ! 8 ' 8 - � i � F'nd of borinq at 5 ' feet . End of boring at 5 ' fe�t. Standing water taale : Standing water table : present at 4 � 10" feet of depth , present at3-1�2 � f�et of d�pth , 20 hours after borinq . 20 hcurs after boring . Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 2-1�2ieet of clepth . Observed at 1 ' 10" feet of depth . Not present in hole tlot present in hole Comments : Comments : C�RT. rt00627 ' ' PERCOLATION TEST DATA SHEET ' � �m�� Percolation test readin�s made b�� S—P Testing , I nC . o� 11-5-9 3 startina at 11 : 10 p ��i �e�«�, Lot2 , B1k. 1 ,Dickey site 1 11-4-93 I�est hole location —. Hole nwnber , Date hole��as prepare�i Depth ��f hole bottom 1 Z inches. Diameter of hole 6 inct��es Soil data from test hole: Depth. inches Soil texture 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam I�1ethod of scratching side��all Depth of�ravel in botrom of hole 2 inches 11-4-93 2 : 30pm 12 Dute and hour of initial ��ater filling . Depth of init�al ��ater fillin�_ inches above hole bottom Automatic siphon h1ethod used to maintain at leas[ I�inches of�vater depth in hole f��r at least-1 hours � ,;�iaximum��ater depth above hole bottom during tesr inche� Time , Percolation �:ime inter��al, Nleasurement, � Drop in��ater rate. Remarks minutes inches � le��el, inches minutes per i inch . I ' 10 • 45 refill 6 11 • 10 11 • 40 I " � 3-5/16 9 . 1 30 min • �� 3-7/16 9 . 4 �� 11 : 45 ' 12 : 15 _ -- 'I " I 3-3/16 9 . 4 �� 12 : 28 12 : 58 - i � - � � �� I —I----- -- — - - _—__ � I I' --- I I _ I -� ' � �� ,' � � — --� � -- --- - ---�--------------- � � - � --- � � ,II ; --- Per�e�laue�n ra[z = 9 . 3 rninutes per inch. CERT. #00627 � . PERCOLATION TEST DATA SHEET � � S-P Testing, Inc . 11-5-93 11: 11 ��"'. ` Percolation test readings made by on starting ar p�.�m. � reare) Test hole location LOt 2 ,B 1 k. 1 ,Dickey s ite Holc number 2 , Date hole��as prepareci 11–4-9 3 Depth of hole bottom 12 inches, Diameter or hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 – 12" Topsoil dark brown loam Method of scratching sidewall Kni f e Depth of gravef in bottom of hole 2 inches 11-4-93 2 : 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 Automatie siphon , I�4aximum water depth above hole bottom during tesr 6 inches Time Percolation �ime interval, I�leasurement, Drop in water rate, Remarks minutes inches I level, inches minutes per inch • 10 : 45 prefill 6 11 : 11 11 : 41 " 4-3/16 7. 2 30 min 11 : 44 12 : 14 " 4 7. 5 " " 12 : 29 12 : 59 " 3-7/8 7. 8 " " I I � � � I � � i � , ' i , - -- �� — � Percolation rate = � • 5 minutes per inch. i:r;i<`i. ,'`r00627 • , PERCOLATION TEST DATA SHEET ' • �R.�� Percolation test readin�s made b� S—P Testing , I nC . �n 11-5-9 3 startin«ai 11 : 10 p n� �J�itN Lot2 , B1k. l ,Dickey site 1 11-4-93 Test hole location , Hole number . Date hole ��as prepare�� Depth��f hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam A�lethod of scratching side��all Dcpth of gravel in bottom of hole � ��h�� 11-4-93 2 : 30pm 12 Date and hour of initial «ater fillin� , Depth of tmtiai ��ater fillin�_ inches abo�e hole botrom Automatic siphon ;�lethod used to maintain at least 1� inches of water depth in hole for at least=1 hours 6 , !�la�imum�t�uter depth abo��e hole bottom during test inche� Time Percolation ;ime inter�al, Aleasurement, �I Drop in ��ater rate. Remarks minutes inches � le��el. inclles minutes per � i inch I ' i � ' 10 • 45 refill 6 11 • 10 11 : 40 " 3-5/16 9 . 1 30 min • �� ' 3-7/16 9 . 4 �� 11 : 45 12 : 15 ! 12 : 28 12 : 58 I " � 3-3/16 9 •4 � �� I i i �� ---- _-- -- � - - � I� � ---- I � � � j I i i '� -- --- --�--- ---- - - - - � - --- -- , i ---- ; - , , I � --- � 9 . 3 minutes er inch. � Perr��I<<tion rate = P CERT. #00627 � . PERCOLATION TEST DATA SHEET � S—P Testing, Inc . 11-5-93 11 : 11 `��n'� � Percolation test readings made by on starting ar p.m. ��e� Test hole location Lot 2 ,B 1 k. 1 ,D iCkey s i te Holc number 2 , Date hole��as prepare�j 11—4—9 3 Depth of hole bottom 12 inches. Diameter of hole 6 inches 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 11-4-93 2 : 30pm 12 Date and hour of initia] water filling , Depth of initial water filling inches above hole bottom Method used ro maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC Siphon , Maximum water depth above hole bottom during test 6 inches Time Percolation ��ime interval, f��leasurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch • 10 : 45 prefill 6 11 :11 11 : 41 " 4-3/16 7. 2 30 min 11 : 44 12 : 14 " 4 7. 5 " " 12 : 29 12 : 59 " 3-7/8 7. 8 " " � I i � I I � i i— � --- � � i -- � Percolation rate = � ' S minutes per inch. L��T . rr00627 • . PERCOLATION TEST DATA SHEET � � Percolation test readin�s made b� S—P Testing, Inc . 11-5-9 3 11 : 12 a'n�' on startin�a� p.n�; �e��«�, Lot2 ,B1k. 1 ,Dickey site 3 11-4-93 Test hole location , Hule number , Date hole��as prepared De}�th of hole bottom 1� �nches. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soii texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Kn i f Depth of gra�•el in bottom of hole � inches 11-4-93 2 : 30pm 12 �i Date and hour of initial ��ater fillin_ , Depth of initi�l �+ater fil]ing inches abu�e hole bottom �9ethod used to maintain at least I� inches of water depth in hole for at least-�hours Automat iC S iphon i 6 , Maximum ��ater depth above hole bottom during test inche� Time Percolation �ime inter��al, '�� Measurement, Drop in�vater rate. Remarks � minutes �� inches level. inches minutes per � inch ' 10 • 45 refill i 6 11 • 12 11 - 42 ' " 5 6. 0 30 min 11 : 43 � 12 : 13 " 4-3/4 6 . 3 " " 12 : 30 1: 00 �' " 4-5/8 � 6 . 5 " " I � i — I --- I — � i -- _ _ � � � � � — j - j—----- -- -- I i --- - 6 . 3 Perculatii�n rate = minutes per inch. CERT. #00627 � . PERCOLATION TEST DATA SHEET • � � a.m. Percolationtestreadinasmadeby S—P Testinq , InC . �n 11-5-93 startin�_at 1 : 09 �:11� �darel � Test hole location Lot 2 ,B 1 k. 1 ,D i Ckey s i te ��number 4 , Date hole ��as prepare�l 11—4—9 3 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidew�all Knif e Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 11—4—9 3 �eptf�aT initial��ater fillin� 12 inches abo��e hole bottom Method used to maintain at least 12 inches of water depth in hole for at least-�hours Automatic S iphon 6 , Maximum water depth above hole bottom during test inches Time Percolation ��ime interval, Measurement. Drop in water rate, Remarks minutes inches level, inches minutes per inch • 12 : 45 prefill 6 1: 09 1: 24 " 3-3/4 4.0 15 min 1: 29 1: 44 " 3-7/16 4 . 4 " " 1 : 45 2 : 00 " 3-1/4 4 . 6 " " i I _ _ � � � j � --; - j - i - � � Percolation rate = 4 ' 3 minutes per inch. .,.�,�.i . _�,'V O L l I '� ► PERCOLATION TEST DATA SI�EET a.m. Perc��l�ition te>t readin��s m::d� h�� J—��e-�� , oii l�—,�d�startin�at ��n�: P.ni.' - ,,:;«, � Test hole locatiun Lot2 ,Blk. 1 ,DiCkey site Holc number 5 . Date hole ��a�prepar<<1 11-4-9 3 Depth of hule bott�m 12 in�he>. Diameter��f h��le 6 inche� Soil data irom test hole: � De�th, inches �S�il texture 0 — 12" Topsoil dark brown loam �tethodof�cratchingside��ail Knife _ _ 2 Depth of�_ra��el in bottom ot hole in�he� 11-4-93 � • �O�m. . 12 Date and hour of initial ��ater filfi:,__ . ept:�� n�tial ��at:r fil!in� inches aho��e hole bottom �lethod used to maintain at 1e.3.t I� i�uhe�of�ti�ater depth in hole fi,r at least-1 hour� AutomatiC Siphon 6 , �la�imum��ater depth abo��c ho;e bottom durin�test inche� Time �', Percolation ;ime � inten al. �tea;urement. � [�rop in water rate, Remarks minut,� inch�; � le��el. inches � minutes per '� i � inch • 12 • 4 5 � pre f i 11- 6 - . � ----- ---� - -- � - -�-- 1: 10 j 1: 25 " � 3-9/16 � 4. 2 I 15 min - 1 : 28 -� 1 : 43----- �� --3-3/8 ---, 4. 5 ' �� -1 : 46 2 : 01 „ ----j 3-3/g --------i-- 4 . 5 i " " - � -- �� i -- i ----- i - ---�-- -- i --- _- ------______-- - - - . _ _ � � -- ' --------- - --- -- ---1-- -- --- '� � , � ' --------- - � --------- � -- _ __ -, i � , � -�-- ----- _------------ -- -----�---- ---- Pcrrolutiun rate = 4 ' 4—„_,:�'��':r inrn. . , . .Ji�::l� . 'i V U�L / y �� • PERCOL�TION TES1' DATA SHEET a.m. Percolation test readings n�ade b�� —p TP�t i ncr, Tnr _ on 11-5-9�startin��a�� 1 p.m. �. - �r�,r�, ` Test hole ]ocation LOt2 ,Blk . 1 , D1Ckey Slte Hol� nuu�ber 6 . Date hole��a�prep:ir��i 11-4-93 Depth of hole bottom 12 ir:h�>. Diameter of h�le 6 inches Suil data from test hole: Depth, inches Soil texturc 0— — �2" Z'�-p s-a-�L�a r k �-rs�w n 1 aa m �lethod of scratchino side�tall- Knife_ 2 Depth of gravel in bottom oi hole inches Date and hourof initial �t�ater fillin_ 11-4-9 3 at��0��i itial ��ater fillin�� 12 inche, abo��e hole bottum ��icthod used to maintain at least 1� inche,of�ti�ater depth in hole :or at least-1 hours AutomatiC S iphon _ , ;�laximum��ater depth aboce hole bottom during te�r 6 inrhe� Time �' � Percolation ��:ime inter��al. Measurement, � Drop in ��ater rate, � Rcm3rks minute� inche� � le��el. inches mi�ute,per � � inch • 12 : 45 prefill 6 I _ _� 1 : 11 1: 41 " ' 3-1/4 9 . 2 � 30 min — � - 1: 42 � 2 : 12 " � " " � " " --- --- - - ---- ; 2 : 13 2: 43 " " " � " " , � --- -- -- -- �--i-- - i - - ----- i- - ----- � -- - ---- -+-- --� -- -- 1 - - -- -� i i � � _ _ � , --- ----!---- - -- - -- - - -__ _ - -�'- ' i -- -- �- ------- ------ �- - - � � ' ----- -- I Percolation rate = 9 ' Z rninutes per inch. DATE TIME CITY OF ORONO CALLED IN �� QZ INSPECTION NOTICE SCHEDULED " � PERMIT N0. ' �i1 `" COMPLETED ADDRESS �P_ OWNER CONTR. � TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 HANICAL I 18 EXCAV/GRADING/FILLING �Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETIANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UP O6 PROGRESS ~ 07 DEMO—SITE 27 S C MAINT. 21 COMPLAINT J W 07 DEMO—FINAL 15 SEPTIC INST 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTI FINAL 35 HAFD COVER REMOVAL v 10 PLUMBINC�a FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO ME�T Y : YES_NO � � �. � COMMENTS: � W � � � � � O a � O � W � Q � 2 W � W � � d WORK SATISFACTORY:PROCEED PROJECT COMPLETE W � C CORRECT WORK&PROCEED ISSUE CERTIF�CATE OF OCCUPANCY W � i_] COFiRECT WORK,CA�L FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. - pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR --. CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ext inspection 24 hours in advance.473-7357 OwnerlContract Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED W ��L�Z INSPECTION NOTICE� ,�� SCHEDULED �p_/��9� I':3a PERMIT NO. COMPLETED ADDRESS � - OWNER__C�v�� CONT � TELEPHONE NO. �I�3 � �/ 5 J � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING �Q 02 FRAMING 13 MECHANICAL FINAL 79 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UP 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MA 2t COMPLAINT v W 07 DEMO—FINAL EPTIC INST . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO M YOU:_YES O � � COMMENTS: � ""' � � � � O �. • o[ �"' O � W � Q � 2 W � W � j d C WORK SATISFACTORY:PROCEED W PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY w � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. - pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ^. GTATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspecti n 24 hours in adva �.473-7357 OwnerfContractor s' • Inspector. White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �' � —�� INSPECTION NOTICE SCHEDULED w'- Z- �:3� PERMIT NO. ��1�— COMPLETED ADDRESS ��S� � . /.� -�t�— �-/L �� OWNER CONTR. �� TELEPHONE NO. � DESCRIPTION � Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNO � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORENVETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE flEMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS ~ 07 DEMO�SITE 27 SEPTIC MAl . 21 COMPIAINT � W 07 DEMO—FINA� 5 SEPTIC INSTALL. . 22 FOLLOW-UP 2 09 PLUMBING RI 23 NAt�� 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Q OWNER/CONTRACTOR TO M OU: ES �- � � COMMENTS: � � � " � o� W C � � _ O > � O � W � Q � Z W � W � j d WORK SATISFACTORY:PROCEED W PROJECT COMPLETE W L CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O i' CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOF CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne t in pection 24 hours in advance.473-7357 OwnerlContractor Inspector. �--� White Copyllnspector's File Canary CopylSite Notice AT TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �,� PERMIT NO. -� �'Z �'` COMP ETED ADDRESS 1� (� �L�� OWNER CONTR. ( C TELEPHONE N0. � DESCRIPTION _ ��S' w 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG � � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS ~ 07 DEMO—SITE NT. 21 COMPLAINT v �Q 07 DEM�FINAL 15 SEPTIC INSTAL 22 FOLLOW-UP = 09 PLUMBING RI 23 I FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Q OWNER/CONTRACTOR TO MEET YOU: YES NO � COMMENTS: '— �� ^ `� {�I�F� � � ..�� J O a ` � O � W � Q � W � W � j ��ORK SATISFACTORY:PROCEED PROJECT COMPLETE i W t CORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY O L CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. — pHOTO TAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED i� INSPEGTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspec 'on 24 hours in advance.473-73�J7 , Owner/Contractor Inspector. • -�--� White Copyllnspector's File Canary Copy/Site Notice