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B P 0 F z P El x Sgr•< — r i E i E a' N <- CO 0 XI V m a Minnesota Pollution Solid Waste Facility Contrrl Agency II S2o Lafayette Road Permit Application for Construction and Operation St.Paul,btN 5 51 55 -41 94 MPCA Public Notice Number: Print or type application - before submitting, make a photocopy for your records. The Minnesota Pollution Control Agenc y will provide an official response to the permittees once the completed form is reviewed. Owners or operators of transfer facilities operating under an extended permit shall complete and submit this form to the MPCA, upon the anniversary of the expiration date of the permit, or five years after the effective date of Minn. R. 7035.3410, whichever is sooner, and every five years thereafter. The completed form is to be returned to: Beckie Olson (including all appropriate attachments) Minnesota Pollution Control Agency 520 Lafayette Road North St. Paul, Minnesota 55155 -4194 Facility name: A.S. Kin. Ash Dis•osal Facilit Permit No.: SW -54 1. Local Ackn owledgment /Permission for: Solid Waste Transfer Facilities If this application is for a transfer facility, the applicant must attach copies of all required municipal licenses /approvals. The Minnesota Pollution Control Agency (MPCA) will not process an application without these approvals. See Minn. R. 7001.3075, subp. C, for more details. If no municipal approvals are required the owner or operator must submit a signed statement as part of the permit application stating, "No municipal approvals are required ". Other Solid Waste Facilities This section is primarily meant to notify the county and local authorities of the applicant's intent so that all county and local ordinances and plans can be met. It is intended for notification purposes and signature by the county or local authority is not meant to imply approval. A. County Ac knowledgment/Permission (to be completed by County Solid Waste Administrator or County Zoning Administrator) ) Name: Date: Title: Phone: Email: Fax: Organization: Address: City: B. Local Ack nowledgment/Permission (to be completed by local building or zoning office) Zip: Signature: Name: Date: Title: Phone: Email: Fax: Organization: Address: City: State: In lieu of completion of this part of the application, the applicant may submit documentation that the applicant has sent a ilk notification to the county and focal authorities. Documentation must consist of copies of letters sent to the county and local authorities via certified mail, return receipt requested and copies of the signed return receipt. appropriate w- sw3 -33 2/28/08 Page 1 of 2 II. Facility Information A. Application is for (check appropriately): ❑ New permit ® Permit modification • Facility ❑Permit reissuance name: A.S. Kin• Ash Disposal Facili Permit number Address: (for modification/ reissuances only) SW -54 Southwest • uadrant of H 36 /Beach Road intersection City: Oak Park Hei • hts B. Legal description of property (acreage State: MN age includes the entire area of the facility) Zip: 55082 43 Acres '/. : NE Township name: NW < Section 3 T 29 N R 20 W Latitude: 45 MN Legislative District: 56A Longitude: 92 Deg 02 Min 05 Sec North Deg 47 Min 44 Sec West 1. Directions to the facility (physical location): H 36 east to Beach Road south, 0.13 miles to entrance see Fi •ures 1 and 2 2. Current land use: Ash dis • osal facili 3. Current zoning designation of the site and the surrounding areas within a quarter mile radiu residential see Fi •ure 4 s. Industrial commercial and 4. Describe the key topographic features at and around the facility: H 36 to the north residences wetland to the south see Fi•ures 2 and 3 to the east and west • 5. Environmental Assessment Worksheet (EAW) or Environmental Impact Statement (EIS) required? Explain: ) ❑Yes El No C. Identify the following features within a one mile radius of the site Feature Current and former water su • • I or monitorin • wells Name of feature Air•orts See Fi•ures 5 and 6 Distance Lakes or •onds None Rivers, streams or None s• rin•s Wetlands or streams floodelains St. Croix River Karst features sinkholes, caves Several noted on NWI ma • 1/2 mile Parks or wildlife refu • es None see Fi •ure 7 Present or proposed access and major haul roads, and their wei • ht restrictions ad'acent Easements or ri • ht -of -wa Recreational areas None Historical or archeolo•ical areas Cover Park, Brekke Park, Courthouse Pk ad'acent, 0.6 mi, 0.9 mi None III. Waste Activity Information A. Type(s) of Waste Activity(s) to occur at the facility (check all Disposal activity boxes that apply) ❑ Mixed Municipal Solid Waste Processing activity ® Industrial Solid Waste ❑ Solid Waste Composting ❑ Demolition Debris ❑ 0 Solid Waste Transfer Station • ❑ Municipal Solid Waste Combustor Ash Solid Waste Recycling ❑ Other: ❑ Solid Waste Processin ❑ Processing (prior to mass bum) Solid Waste Storage ❑ Refuse - Derived -Fuel (RDF) ❑ Other: w- sw3 -33 2/28/08 Page 2 of 2 B. Describe the capacity of each waste activity area and the total facility capacity in the tables below. Provide information for each type of activity selected above. • Disposal activity areas Proposed/ Ca • aci d3) Dis • osal area Current additional capaci Remaining Certificate of Need Mixed Municipal Solid Waste in -Place volume permitted capaci III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIII (MSW onl ) Industrial Waste 219,400 274,700 (2007 Demolition Debris 1,825,300 minim annual re sort NA Municipal Solid Waste Combustor Ash Other: Total — ■ Processing activity areas Processin • area Proposed ca • aci Permitted ca • acit Solid Waste Com • ostin • tons/ tons /da De r • n ca •aci tons ear tons /da tons ear tons /da Solid Waste Transfer Station ........m.............. Solid Waste Rec clip. - Solid Waste Processing • rior to mass burn Solid Waste Stora • e - • Refuse - Derived -Fuel RDF - Other: - Total ---- --- - - - - -- IV. Operational Information A. List the solid waste and waste by- products to be managed at the facility accordin g to the waste type, quantity, and management method (collect, transfer, store, process, convert, compost, treat, or disposal). P I). Waste T • e Unit Quanti (tons, tons /day, tons /year, cubic Municipal Solid Waste ards, PTE'S, items) Mana • ement Method MSW Combustor Ash Demolition Debris Industrial Waste ann immemin Asbestos 137 000 Dis • osal White Goods Yard Waste Tires HHW Rec clables list Other: Other: ININNNEEE NNEENEIIIIIIIIIIIIIIIIIIIIIIIIIII HHW = household hazardous waste w- sw3 -33 2/28/08 Page 3 of 3 B. The facility will have capacity to receive 50 vehicles per day and expects to vehicles per day. List the vehicle types (i.e., packer trucks, roll -off boxes, private receive i z en vehicles) using average usi ng the facility of h0 including those that transport special wastes, such as tires or white goods. • ::' cle T pe Truck Vehicle Capacity Waste T pe Transported Ash C. Describe the equipment to be located and used on site at the facility, or the use of equipment kept off -site, managing the waste: Wa_on Dozer, Grader, Loader, Com. actor, Water ty e availability and arrangement , Tractor Mower V. Signature and Certification I certify under penalty of law that this document and all attachments were prepared under my direction supervision nce with a system designed to assure that qualified personnel P p ro erl y gather and evaluate the information subm tted. accordance on m inquiry of the person or persons who manage the system, or those persons directly responsible information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for gathering the information, the • Engineer (Consultan Signature: • Name: Date: John R. McCain June 4 2008 License Number: 21835 Title: Princi•al En.ineer State Email: mccain • licensed: MN mccai nassociates. com Organization: McCain and Associates Inc. Address: PO Box 429 5300 Hi. hwa 12 City: Male Plain Phone: State: MN Zip: 55359 hone: 952 - 346 -3850 I certify under penalty of law that this document and all attachments were prepared under my O dir ection or supervision to assure that qualified personnel properly gathered and evaluated the information submitted. Based on n, in ui directly responsible for gathering the information, the information submitted is, to the best of m accurate, and complete. my k ry of the person or persons I further certify that the construction and operation of the above described facility will Y knowledge and belief, true, be in accordance reports and related communications accepted by the Minnesota Pollution Control Agency and on file i with conditions imposed in the permit issued by the Minnesota Pollution Control cordance with the plans, specifications, I certify that the facility is consistent with local solid waste management plans. I am aware nits office; and in accordance before c hat het or operation of the facility may begin and all local permits licenses Agency. obtained before an MPCA permit can be issued. an MPCA permit must be obtained I am aware that there are significant penalties for submitting false informs • censes or other government approval must be on, including the possibility of fines and imprisonment. III ti w- sw3 -33 2/28/08 Page4of4 Landowner Signature:-, e ,/ • Name: Ro•er Clarke Date: Title: June 4, 2008 ana • er, Waste and Remediation Phone: 612- 330 -6989 M Email: ro • er.a.clarke • Fax: xcelener• .com 612 330 -6357 Organization: Xcel Ener. , Inc. Address: 414 Nicollet Mall City: Minneafoils Phone: 612- 330 -6989 State: MN Zi • : 55401 Fax: 612 - 330 -6989 Owner (Applicant) Signature: ,•.' Name: '�- �� Ro•er Clarke Date: June 4, 2008 Title: Mana • er, Waste and Remediation Phone: 612- 330 -6989 Email: ro•er.a.clarke • Fax: 612- 330 -6357 xcelener• .com Organization: Xcel Ener. , Inc. Address: 414 Nicollet Mall City: Minnea•olis State: MN Operator* ZIP: 55401 Signature: • Name: Manuel Castillo Date: June 4 • Title: Senior Environmental Anal st Certification No: 14958 Email: manuel.d.castillo • xcelener. Expiration Date: Jul v 2008 Organization: Xcel En Inc. er. com Phone: 612- 330 -6506 Address: 414 Nicollet Mall Fax 612 - 330 -6357 City: Minnea•olis * Provide the same information for other certified operators. State: MN Zip: 55401 - VI. Supplemental Information Required submittals, including but not limited to, engineering plans and specifications operating procedures must be submitted with the application form and applicable checklist or operating ra suspended until all required be s materi are submitted. For permit rpi applicable a l ee indicate r and rev of the pemaps, rmit and will be preparer, and date all eq most recent Is are the rd For submittals ante approved review of is the on checklist application the indicate on the permit application checklist the Required submittals include: already pproved and on file with the MPCA. 1 • A topographic (or similar) map that shows the facility and the area surrounding mile and all structures that relate to the proposed discharge, emission, storage, processing, 2. A site plan sheet identifying all landowners immediately a to the facility for a radius of at least one -fourth A these plan sheet identifying This information n is rs immediately for public adja adjacent notice t purposes. P suing, th e current disposal activity. the facility and including the current mailing addresses VIII. Solid Waste Annual Report Contact Name: Manuel Castillo Title: Senior Environmental Anal st Phone: 612- 330 -6506 . Email: m anuel.d.castillo • xcelener. Fax: 612 - 330 -6357 Organization: Xcel Ener. coin Inc. Address: 414 Nicollet Mall City: Minnea•oils State: MN w- sw3 -33 ZIP: 55401 2/28/08 Page 5 of 5 Minnesota Pollution Control Agency 520 Lafayette Road North I St. Pau, MN 5 5155-4194 1 65 1 - 296-6300 1 80 0 - 657-3864 1 65 1 - 282-5332 TTY 1 www.pca.state.mn.us Minnesota Pollution Control Agency H May 1, 2007 HAS ISSUED TO: John Huberty NUMBER: 52091476 John Iluberty EXPIRATION: 6/301 ong 37 - 21' Street MPCA INFORMATION: 612 Newport, MN 55055 or I Dear Mr. Huberty: In accordance with Certification Rules for Waste Disposal Facility Operators and Inspectors, we are pleased to enclose a certificate for the type of facility for which you qualified. Your score was 83 percent. The enclosed certificate shows your expiration date. Your certification must be renewed before that date. The applicant must have been in attendance at acceptable educational activities during the three-year ip period for at least the number of hours specified in the following schedule. Type 11-18 Type III - 6 Please review the certificate carefully. If you have any questions regarding Type 11 Operator/Inspector (Municipal Solid Waste) Certification or Type III Operator (Demolition) certification, please contact me at 651-297-5754. Sincerely, Diane Belanger Training Coordinator Prevention & Assistance Divisions DB:db Enclosure 11111 St. Paul 1 Brainerd 1 Detroit Lakes 1 Duluth 1 Mankato 1 Marshall Rochester 1 Wjflmar Printed on 100% post consumer recycled paper Minnesota Pollution Control Agency . 520 Lafayette Road North St Paul. MN 5511,5 4194 651-296 6300 I 800 6/5-3843 651 282332 TTY www pca state mo t.15 A Minnesota Pollution Control Agency June 25, 2007 HAS ISSUED TYPE III Thomas Bloom TCY Thomas Bloom Number 52084695 Metropolitan Gravel Co., Inc Expires 07/01/2010 37 — 21 Newport, MN 55055 MPCA INFORMATION: 612-296-.6300 or 1-800-657-3864 Dear Mr. Bloom: Enclosed are your renewal cards (wallet cards) that have been issued in accordance with Certification Rules for Waste Disposal Facilities. Your renewal cards show the new expiration date. To be eligible for renewal at that time, you must attend acceptable educational activities for at least the number of hours specified in the following schedule. • Type II - 18 Type III - Please review these cards carefully. Please note that you have a new Operator Number (new Certificate enclosed) because of a new data base that has been implemented. If you have any questions regarding Type II Operator/Inspector (Municipal Solid Waste) Certification or Type III Operator (Demolition) Certification, please contact me at 651-297-5754. You are to be commended for your continuing interest and effort that you have shown to maintain your certification. Sincerely, Diane Belanger Training Coordinator Prevention & Assistance Divisions DI3:db Enclosure (3) • St. Paul Brainerd Detroit aktfs ' Duluth Mankato Matshail kochester l Willmar Posited on 1 00 '', post-consumer recycled paper ATI Minnesota Pollution Control Agency 520 Lafayette Road North I St. Paul, MN 55155-4194 I 651-296-6300 I 800 I 651-282-5332 TTY www.pca.state.mn.us • At Minnesota Pollution Control Agency HAS ISSUED June 26, 2007 TYPE 111 TO Craig Brown Number 52084857 Expires 07/01/2010 Craig Brown Metropolitan Gravel 37--- 1th Street MPCA INFORMATION: 612-296-6300 2 or 1-800-657-3864 Newport, MN 55055 Dear Mr. Brown: Enclosed are your renewal cards (wallet cards) that have been issued in accordance with Certification Rules for Waste Disposal Facilities. Your renewal cards show the new expiration date. To be eligible for renewal at that time, you must attend acceptable educational activities for at least the number of hours specified in the following schedule. Type II - 18 Type 111- 6 Please review these cards carefully. Please note that you have a new Operator Number (new Certificate enclosed) because of a new data base that has been implemented. If you have any questions regarding Type 11 Operator/Inspector (Municipal Solid Waste) Certification or Type 111 Operator (Demolition) Certification, please contact me at 651-297-5754. You are to be commended for your continuing interest and effort that you have shown to maintain your certification. Sincerely, Diane Belanger Training Coordinator Prevention & Assistance Divisions DB:db Enclosure (3) St. Paul I Brainerd Detroit Lakes I Duluth , Mankato I Marshall I Rochester I Willmar I Printed on 100% post consumer recycled paper Minnesota Pollution Control Agency 520 Lafayette Road North St. Paul, MN 55155 -4194 651 -6300 r 80 7 • � 6 .> 3843 1 657 282 5332 TTY ! 4vws.r_pca.state.mn Minnesota Pollution Control Agency HAS ISSUED June 25, 2007 TYPE III TO Larry Heselton Number 52086246 Larry Heselton Expires: 07/01/2010 Metropolitan {;ravel MPCA INFORMATION: 612.29 &-6300 37 21" Street or 1 -800 -657 -3864 Newport, MN 55055 Dear Mr. I leselton: Enclosed are your renewal cards (wallet cards) that have been issued in accordance with Certification Rules for Waste Disposal Facilities. Your renewal cards show the new expiration date. To be eligible for renewal at that time, you must attend acceptable educational activities for at least the number of hours specified in the following schedule. • Type 11 -18 Type III - 6 Please review these cards carefully. Please note that you have a new Operator Number (new Certificate enclosed) because of a new data base that has been implemented. If you have any questions regarding Type II Operator /Inspector (Municipal Solid Waste) Certification or Type III Operator (Demolition) Certification, please contact me at 651.297 -5754. You are to be commended for your continuing interest and effort that you have shown to maintain your certification. Sincerely, Diane Belanger Training Coordinator Prevention & Assistance Divisions DB:db Enclosure (3) • a. St .0 fitaina>rd : ?c trott 9_��# �; Duluth { Mankato M :rsti il# I Roc.i Wil! czar I P"tnled on 100 % post c:onst,ircer rr- cycled paper ��^��N��'������ Control T ���� 1 11 1 11110111140 FAMUUUll 1.411111U1 /tummy HAS ISSUED Mr. -�°°= Pollution �����w�N��� ����N������� ��N� Operator - ~ _ . -��^~~ J p -_~~, NUMBER: 55 93 EXPIRATION: 30, 2000 MPCA ' -- or 1- 800-657-3864 September 16, 2004 Mr. West .1 Houle Metropolitan Gravel 372/o1Street Newport, MN 55055 Dear Mr. Houle: Enclosed are i yourrenewal cards that have been issued in accordance with Certification Rules for Waste One eard should be paced over the expiration date on your original 8-1/2 x ]7``ccr1i�cuUa The tb card is to be uveuuoopm|}etcard. � �» rr Your renewal card shows the expiration date. eligible Tobo�/i h • ���� acceptable edocudonu/unhvitirsfbra�/�mm�dzonumnbcr�fbouoapcci�cdinth onc`y»u/nus�o|��nd - � following schedule. Type (-18 Type D-]8 Type D|- 6 Please review these cards carefully. Ifyou have any questions regarding Type DO (Municipal Solid Waste) Certification or Type 111 Operator ~Pc Operator/Inspector u�(6�l}�97'�7�4. - «crtificu1ion,please contact mo You are to be commended for your continuing interest and effort that you have shown to maintain your Sincerely, Eileen Schmitz Regional Environrnental Management Division Water Policy 8t Coordination Section E8zros Enclosure 520 Lafayette Rd. N.` Saint Paul, KxN 55155-4194.(651)286-0300 (Voice);(651)282'5332(TTY): www.pca:state.mn.us / St. m� �^� De Lakes • Duluth ° Mankato* Ma�h�|° Roohea�r°VN|ma, »e�mn�«s —,~ ~~'"�""y=mpe oy`pnn�uo*wo��unap~ oonum*palwon,cuper�mo���on=pavm�r�/v • 8 . J; O Q . Imo � e E Lii) H o o. . O 2-2 "a' to is< r..... s-, o al U 44 c4 o w • (41114 = 0 = ci) i o — o z3 v ti) a3 ;-� d i) 4 ct =4 (") a, (.. k ,.= 0 I= 0 tag = MOM >4, a * a. C Ill RI Cn tl) a o .0, ,.. u • is • Figures s d Mahtomedi A. CALs Kin ADF Springs , 3 ' _ . 4, „ ;; i iHetghts Bay* 'II , p tr ham. 1d1' Lege 1 y y. '* A.S. King ADF eke an c Major Roads e eke and Shores �' Ro Classification 76:: in o Seconda - Interstate r Y — Highways — ry Roads - Rail Other Lines �� h8 Saint ix Beach h ;`' - Highway -� ft'fi t arys Cro P I int S 1:126,720 w cali ��� 2718 Gateway Figure 1 w 1 inch equals 2 miles y 18 Goi 03 (..) Bismarck, ND 586 ., 0 1 2 Miles P i l s 701 - 255-1x75 S ite Location Map BrK � A SSO CIat f' S,if1C.� r F 7oi- zssi °' I A .S. K ADF a Basemap: 2006 FSAOrthophoto, Washington Co. Date: June 4, 2008 Re 01 2008 Pe rmit Modi fication e L t 7 1 s �' r' y.,. 1 y . V ' .{ • i �c i i , Y . #� c ,,,, .tip ? `•� as a ,, ''''''''''''' '1°':Ittir:.... S. In , + �+ M ` i � r,e4NLIts,,,-4,_,,__4_, 1: 0! �'"�`ti � � ii!ti ti 1t ' 1 a C , +E b u gg ^- , 4 d \ c)\„,,.....,. -;. Y 1 it ' *11I! �ci . i , � r it M - '` ` t . . \ . , i$ j r� � r f ' I 4 1 + fl . ' �- ''.1:,,,\ k� , � t `�, y ... sir ! i i' i ' x I S x 41i ti k4 >, . � �! 711,' � p �I *1M i . 1 ' t y ^' � N . df�r +r ,�.. � w+r.... :�.. ' " � 0 ' � + e,r r„�7r � I r ; +� _ a} i-i l t. -. •. +era ✓ -. i.L.,....,:i.Lser___ j ' y "� 4 '.* - . I -; ''‘krworag''.12t. lk. f I,. i ii-1/1'r4 . \� ? E t , 5 _ , P.1 1 '-'''' * . i ,,& hi 1 .73: .4 .,, , *;-* 4 - i li r 1 \ , ,, - ‘z-.-, I ,,,,,.,,..%--- --.-..... _ """e' _ .,iiiiiii_.. - •iiir • ---- .. ., � �'"" = W :,�� OT � Ni._ -. T +� ++ _ _ A.S..King ADF , A * ;* , ,, r i ! i s '' .., : i.: - Ai el - ' 1' • :, .ai k- _ ' i 1 l "",fir. r `.i�� w i7, ► ` c 4 - ark Heights 410 iiiltio ' , - ; ,. t » {, 1�` , y ter "'"' 9 - '1 : _ ' .. 1�,t� ' A � „I� :4.a ^ ., � t. `y', - ,..,;: , ;,..; - „,,,:.„,,,;f : 11 : :,... ' ,. pay i .„� , ,, ) !~ � - ,,• I 4 1 1111111 � 1 � A < - T ' � \ti — t ,..;; *-!- `,„ ' ; -::, 0-/../rN!'"- i 4' a 1 I :,,:1 z :: . ;= \s„,_ . \ 4 1 1 y� • r I -1L'.- 7 6 . t\ 7,4r....,,...., I L „sod ..iiiiiir- roi . i ) o Q 1 51 f r ' ' I g Legend { t t —� " J� i► I I _ ti f ° f { � Boundary , f �f _ • I C LL A.S. King ADF d �^ � • QMNDOT r' ` 4'T �i I 1 1 ♦III. wr✓� J 1:12,000 g McCain 27;8 Gairteway ND Avenue Figure 2 c 1 inch equals 1,000 feet s, on Bismarck, 58503 y 0 500 1,000 Feet P701- 55 -1475 Site To o ra hic Ma and Associates, Inc.C3 F,o,_ -,0„ p 9 p ' I I A.S. King ADF ° Basemap: USDA- NRCS -NCGC Digital Raster Graphic a MrSID Mosaic Date: June 4, 2008 Rev: 01 2008 Permit Modificati p on s S t R" Y K X1 +39 � h III_® , � ''''.,,,,01,0, , WA HIIVGTON 1 ., 4 COUNT~ '" — Ill . , STATE OP MN•DOT # , STATE OF M14001' • ILIP B BATSI � �1, JERRY � ORKM ; A.S. King ADF tNATIN C WEN1 Yli1i' ht i �-` o 0 PEAV ° ' o WASHINGTON P "RA "RA �RIA � Ott; '1 D a . • s a. �6 '. Yv J 111 4## 111 .. 1 �� as " � r' lit '' -A .- II t n z v s` � *- t p a 1f �` *: � � �:, sue` �: y T �' �" ' , i � � � � �� ��`� - n. -- ' , e'.`-' - : ,- ,:,',„., 'v S tu, 4 , , 1 , - g ', a+ , ' k l'"# ' = s';=,, s� 4 y' v t 3 �� Legend A, A.S. King ADF ' 4 fit. - is a' *4, `� ,, : v 4 x. Ownership Parcels . * . 4. " # =PRIVATE RESIDENTIAL/BUSINESS� �� �r P ® XCEL ENERGY " •, t O r- w I MN DEPT OF TRANSPORTATION I cn g f.:.I STATE OF MN -DOT a =WASHINGTON CO HRA I.' I WASHINGTON COUNTY CITY OF OAK PARK HEIGHTS '` ** Parcels not labeled did not have ownership information available g 1:4 , 800 McCa 2 718 Gateway Avenue Figure 3 w 1 inch equals 400 feet s ;y 10 0 Bismarck , ND 58503 0 200 400 Feet P701- 255 -1475 Inc t� Adjacent Property Owners y and A ssociates, F 701- 255 -1477 0 1 A.S. King ADF a Source: Washington Co. Public Works 2008 2008 Permit Modification Date: June 4, 2008 Rev: 01 V w .' - , a� ', ,�. A � _ � � ��a h ✓u .w" � aria. S ' v t AI = A.S. King ADF k ,..... ,, .:,. ,,,,,,,s ,,...,, It, te , , 41 . _ , 'S'-',,A;',.:-tili 'a.�» " loll t 1 f .� a_ 40'4\, ''''''' 1 !1 I ' t 'I; ': 4, ' 1 ' ,., ''''''e, • r "\l'A4,4**,&4„1,' ' - , : rA,; :c:- t � .N R ti � , , h^� V r r� " 1 ` � 1 11 � 1'# � � 3 ' Legend � - A A.S. King ADF 4 * :- .;,4,-,' ' - ' 1, ' Stillwater Zoning +i - H Medium Density Res One Family Residential O PubllcAdministrative Offices` + � Oak Park Heig Zoning � a , B -2, General Busines Existing Parks (Zoned O, Open Space) � > � ._ ° I, Industrial i t '" LL jN : a.,,u . : o 0, Open Space ConservatResidentiaion I 1 R -1, Single Family l f g I R -2, Low & Medium Density Residential 4. - r ''' '''''‘'i R -3, Multiple Family Residential - R -B, Residential /Bus Transitional 4, " N a . tail Weg Areas - �� s 1:12,000 tland /Pondin 11 U 1 i nch equa McCain S ul e G atewayAvenue Figure 4 s �te�oi Bi smarck, ND 58503 0 500 1,000 Feet and Associates F701-255 1475 Adjacent Zoning A.S. King ADF Source. Cit of Oak P Z Map - 2005 2008 Permit Modification n a City of Stillwater Engineering Dept. Zoning Map Date: June 4, 2008 Rev: 01 % ; "� �5r ttt A 0~9 r ; 38 ., tg i � � 5L ' ,,,, ‘ ' 'f : ,, I ff: ,„, ,,,, ,,,,, ,., ‘ 4 , 1 11 : ,; \ ,, , , r .*: )11‘1,4,,,' '„. 1,7, !. '‘.. ,,,i,v. # L ] ' y,� i M 27 § ir w y, ?i y -. ww 4, a � �.t:' � '� X4 7 r . '1` " e ? % d 4 +, . k S4 z . � �, w . ,. ' 25 561 63 � 4 �' 61622 � 5 / ? + " 1 1 . " :u *,,--- -^ .e 244661 247 . , . . ,,-. ',,„.4.# ' - ' * 250504 , w f 7 � " . 2507.76 1 '' 1 1235 - -'- MNDOT 250777 , , .,* A.S. Kin ADF 1 • t 1., r � € � , ! 24 � I 7 . �' � gy p " � i. '' ' Y' ' ' ' ' 5 0 I `'''. '' ' - L - „, A k k n , , Y.�4... ,: , "` °-1 .,.,' r76 a r ,� s — ' 447206'` 708086 1, �' 3 .� � v 692858 � �`'! � � � � J. 1 - 242088 708084 , r CI 'OCK925 r` 4 698155 686585A s ; , 1 k. „, "�� s," 679278 , ?,,, a� 4 r , + i , w ' '' ' I ti,ittl'*. ' t ' ''' ' ' .-I, t ' ' ; ' r t : ' i 1 ” "'" "t? '4.11 ' i t ' , - �` , Legend r r , I� '' 4 < o Y A.S. KingADF Boundary Q I =1 -Mile Radius i '` ".° Count Boundary } . ? 2 Sections County Well Index (1 -Mile Radius) t , 4 I � . �� u ' • Other wells $ � � " �S " � ' . � O Domesti USE g • Avenu Figure 5 r d 1; 2 4,000 2718 Gale Hay e 1 inchequals2,000feet McCain k Suite 1 �smarc ND 58503 Domesti Wells 0 1,000 2,000 Feet y P701- 255 -1475 1 and A$soClates, Inc." F701- 255 -1477 1 R adius o Survey - CWI A.S. King ADF a Source: 2006 Minnesota FSA Orthophoto, Geological Washington Co. Date: June 4, 2008 Rev: 01 2008 Permit -Mile M odification ce t d .. _ 22 .,. n � �C OU NTRY � z z� A �. I : 1 {{ y v�= 4 ` ' f � 1 ' 1 A . 1 , ,k • , p, F 4 `� 7i.:1,;-. EY WHOLESALE T'',...',-.._ AT4C • ,nom t 7 r r D. . ' d *. 27 r 6 « STIL e t S TIL LWATER 10 LWATER f „ °11°' '11111 � x 3 5 � �x �h � � �"�y � e. � r ! Y ' , ° 1111 .., s as "�'; N 4 4 4 ",1 t + " _.dam, 35 i„ ' "+° � O A K P AR I EIGH _ A.S! King AD F P l gJWLihG f ATY " ° ' ; At a ; # IS N ORTHERN S TATES o�r��q�� ' e ;,. - a BRE KKE ; 'v r �; ��,� � � WIL LIAM R � 1 a °�- 4 3 N S.P.� : 1N6,,,____, C�' y4 TILLWATER Y fl t MN CORRECTI s NAL N K T ' o x M N STATE PRISON O 2 TION ' ' s'‘8 ` sa 1 t # r ? t, f � AJ C�� '41'4" PHI LLIPS, • 4 BA Y PO RY FIRST S TATE B ANK A NDE R O N CORPORA 1 # . 4_� r� I. ANDERSON e o „, -,:.-:-T- , ........- , 1 1 2 1 BAYPORT 4^ ' 9 * '' 1 - '' '111”; ---'1'1-11( ' I 4, ) 1 BA BAY" 1 �� w , .,,,,„ „ 1 *4. : '.''''' ) ,1 i 1 1 1 1 1 ' t 9 , . .. ) ,:„.- ., .,...... -, 1 , - .,,. I i 1 r , Legend r g # a 14 A . S . King ADF Boundary �;„ � � . � � # � r M Q3 - Mile Radius 1 }, . —' County Boundary BRYAN R • CK o o " +' d t .. « � 3 Secti .. ,�: k- 5 C ount y Well Index (3 -Mile Radius) 1 _ } �� • Other wells ( " - i s n= usE 1 ° •Com munity Supply (municipal) 2t I• 2 23 N P Supply (non - community, non - transient) # • # • Pu blic Supply (non - community) o • Industrial # d . ® Commercial c • 1:4$000 2718 G Avenu Figure 6 • 1 inchequals4,000feet MCCa�n D s l m arck,ND58503 P ubl ic Su ppl y /C omme r ci al /Ind ustrial W ell s o 2 4 F eet P 7 ° -55 - 1475 3 -Mile Rad (8:6);_, � + and As I nc. �,3 F 70 2 55 -1477 Source: Minnes:a eological Survey - CWI A.S. King ADF a 2006 F rthophoto, Washington Co. Date: June 4, 2008 Rev: 01 2 Perm Mo dification ce r , e L ' T p c i 9 . " r„j i 4E Y s t s . ¢ -- TI''' : 1 c a 4 .3� ,� J sa p r N. t , ! ; . " « a t n y , � YJ. t " yi.. +fi 0 p i C „a2 .' Y!c ° 'tt ' , k" s t ,.. 'j�,. F a r y $ - " tea 4, A � � A . :' V r ,�•� x � � 4 � � *3� ,t tf• 11 • a ° t x +T o t '° , r . f l : • sac ' z� „,,,,,t y A 1 .r," , MOW Vie' �y a n r f *t � , t t, 4 �� i � g : q, r'k 4 1 w } aw_ s � a 4b sit t � 1 _ Exl '''' ' f tKlog ADF�# ,• �` (MoelterSlt aw -` } d / SN\ A. � -- t` ° far '.°14 - ., * 7 u � t : "St - � - "' b t v , IW 1 .r1P N it , � � � y ,� � t � � r t * 7\C";',.",,, � ��F P "'.T ! , � , � �` � a �� V � 'k� t � . °` r y t M VP . ., .. ' ! a I .-'5.1"4!'''' 4, ° n .� ,�} �. : 4 - ,' 1 % � +/ � � � .� � `� �, . , _ a ft � � 4� � �"` t"; "' i r; ' .', —;''' ._ :14 '1, :;. ..4 .',;,,,k7s..1. i‘.. ‘1. —t1 'VI ' ''' ; 51, a mss. . d , 5 `' �- ' r.• .. ' ""� k : t a . 5''n /- l s.-K a ' grasea • e °' a - Y. f t rt „r. i r r L r x - t ' ti' ,... 'r e l f F •°.y C"- ' . B°, x 429 _ P O t.„, ., T.,_.,„ ,v,„,,,‘......,,, -p, '., M cCain 5300 hway l2 ,z" Maple Plain, MN 55359 n 0 Wetlands P952- 346 -3900 1 1 1 c ,4 and A3SOCIfl F 952349 -3901 ' 0 0 0.5 1 Miles 1 Figu 7 1 Source: MN DNR Data Deli, National Wetland Inventory; Wetlands Inventory (1 -Mile Rad 2003 Aerial Photo of Washington County A.S. King F a 2008 Permi ModADification PERMIT APPLICATION CHECKLIST III FOR MN. RULES PT. 7001.0050 WRITTEN APPLICATION A person who requests the issuance, modification, revocation and reissuance, or reissuance of a permit shall complete, sign, and submit to the Commissioner a written application. The person shall submit the written application in a form prescribed by the Commissioner. The application shall contain the items listed in items A to I unless the Commissioner has issued a written exemption from one or more of the data requirements. After receiving a written request for an exemption from a data requirements, the Commissioner shall issue the exemption if the Commissioner fmds that the data is unnecessary to determine whether the permit should be issued or denied. The application must contain: Ar �I � . ' � �, 414 ' * , _ ` - X* �a tit � - . '? : - ` � ''' A ,44,4444,4%4:40.,,44., � � ` Permit � � ,: �.,� � � 2*, -e,41 � � f � , A. Name, address, and telephone Application Form number of the owner of the Pg 5 facility for which the application is submitted and identification of the status of the owner as a federal, state, public, private, or other entity Permit B. If the operator of the facility for Application Form which the application is III Pg 5 submitted is different from the owner, the name, address, and telephone number of the operator and identification of the status of the operator as a federal, state, public, private, or other entity Permit C. Name, address, and telephone Application Form number of the person who Pg 4 prepared the application Engineering D. Description including the Report, Pg 1 location of the business, plant, system, facility, or activity for which the permit is sought Engineering E. General description of the Report materials handled, processed, stored, or disposed of by the applicant that are pertinent to the application; and a statement of the nature and quantity of the materials proposed to be stored, processed, discharged, emitted, or disposed of during the period of the required permit, and proposed methods for control of these materials II P.\Pr'OJects\ ASK \ASK0702 Moelter Pmt Appl\2008 Exp \checklists \sw -54 checklist_written.doc WRITTEN APPLICATION (CONT.) � �, O t t! �1 ?ti � ..,,., h z ; - ;* - w-e � ,,,,,,,,,,,H=4011-011 II Application Form; F. Topographic map, or other map , � Figure 2 if a topographic map is unavailable, that shows the facility and the area surrounding the facility for a distance of at least one mile in all directions of the facility; and all structures that relate to the proposed discharge, emission, storage, processing, or disposal activi G. Copy of a draft or fmal environmental impact statement that has been prepared under the National Environmental Policy Act, United States Code, title 42, sections 4331 et seq. as amended through December 31, 1982, or a copy of an environmental assessment or environmental impact statement • prepared under the rules of the Minnesota Environmental Quality Board, Minn. Rules chs. 4400 and 4410 H. Additional information determined by the Commissioner to be relevant to a decision as to permit issuance, including but not limited to plans, specifications, or other technical information that is necessary to determine whether the facility will meet all applicable Minnesota and III federal statutes and rules I. Other information relevant to the application as required by Mn. Rules pts. 7001.0550 to 7001.0640, 7001.1050, 7001.1215, 7001.1290, 7001.3175 to 7001.3475, or 7040.0500 and 7040.0600 III P.\ProjectslASK1ASK0702 Moeller Pmt Appl\2008 Exp\ checklists \sw -54 checklist- written .doc PERMIT APPLICATION CHECKLIST • FOR MN. RULES PT. 7001.0060 SIGNATURES A .ermit ap.lication must be sia ed as follows: 04 *P/ -* 4 14 4 i �1 6 45 # Application Form A. For a corporation, by a Page 5 principal executive officer of at least the level of vice - president or the duly authorized representative or agent of the executive officer if the representative or agent is responsible for the overall operation of the facility that is the subject of the permit application NA B. For a partnership or sole • proprietorship, by a general partner or the proprietor, res . ectivel NA C. For a municipality, state, federal, or other public agency, by either a principal executive officer or ranking elected official Application Form D. If the operator of the facility for Page 5 and which the application is supplemental submitted is different from the pages owner, by both the owner according to items A through C above NA E. For solid waste management facilities, by the facility owner and landowner under items A to C if the landowner is different from the owner of the facility for which the a .. lication is submitted Application Form F. For a firm preparing the Page 4 necessary reports and plans for a solid waste management facility permit application, by an engineer registered in • Minnesota P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp \checklists\signatures checklist doc PERMIT APPLICATION CHECKLIST FOR MN. RULES PT. 7035.1700 411 FINAL APPLICATION INFORMATION QUIREMENTS INDUSTRIAL SOLID WASTE LAND DISPOSAL FACILITIES R The application for a industrial waste land disposal facility permit must include plans, report, and drawings prepared by a registered engineer of Minnesota. Four complete set of plans must be submitted: Regarding references to permit documents in the table below, the following documents have been previously approved by and are on file with the MPCA: • Previous Application Drawings, O &M Plan, Design Report, Closure/Post - Closure Care Plan, and Leachate Management Plan are all contained in a document entitled "Application for Permit Reissuance, A.S. King Ash Disposal Facility, September 2001," prepared by Wenck Associates • 2006 Pmt Mod refers to a document entitled "2006 Permit Modification, A.S. King Ash Disposal Facility, February 2006" prepared by McCain and Associates • 2007 Pmt Mod refers to a document entitled "2007 Permit Modification, A.S. King Ash Disposal Facility, August 2007" prepared by McCain and Associates -vvsavt*E4i/3„,z'2jPtf*,''pvv4,4 ' — Mn. Rules pt. 7035.1700 Design Requirements Previous App. A. Minimum Separation Distances Drawings (Part B and F) • O &M Plan B. Daily and Intermediate Cover Pg. 2 -4 (Part D) Engineering C. Surface Water Drainage System Report and Permit (Part E) Drawings 2006 Pmt Mod D. Access Roads (Part H) O &M Plan E. Equipment (Part J and K) Pg. 2 -4 O &M Plan F. Communication Facilities Pg. 2 -7 (Part L) O &M Plan. G. Screening (Part 0) Pg. 2 -3 O &M Plan H. Access Control (Part Q) Pg. 2 -1 Design Report I. Water Monitoring Program Pg. 2 -1 (Part S) Design Report J. Leachate Collection System Pg. 4 -5 (Part T) NA K. Gas Management System (Part U) • Permit Drawings L. Final Contours (Part Y) Engineering M. Cover System Design (Part Y) Report, Permit P.\Projects\ ASK \ASK0702 Moelter Pmt Appl\2008 Exp \checklists\sw -54 ehecldist- indust.doe Drawings, Design Report Pg. 4 -9, • 2007 Pmt Mod Closure/Post- N. Financial Assurance (if Closure Care Plan Required) Pg. 5 -1 • P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\checklists \sw -54 checklist- indust.doc PERMIT APPLICATION CHECKLIST FOR MN. RULES PT. 7035.1800 • FINAL APPLICATION INFORMATION INDUSTRIAL SOLID WASTE LAND DISPOSAL REQUIREMENTS R Vim' Permit A. A Completed Permit Application Form Application Form Engineering B. Engineering Report Report, 2006 Pmt Mod, 2007 Pmt Mod Engineering 1. general information Report, Design Report Pg. 1 -1 Design Report 2. site analysis including soil Pg. 2-1 boring data and hydrogeological study O &M Plan 3. operating procedures Pg. 2 -1 • O &M Plan 4. listing of equipment to be Pg. 2-4 used C. Engineering Plans and Drawings Permit Drawings 1. existing conditions plan Sht G2 Permit Drawings 2. development plan Shts L1 -L5 and C1 -C3 Permit Drawings 3. cross section plan Sht X1 -X3 Permit Drawings 4. ultimate land use plan Sht Cl • P:\Projects\ASK\ASK0702 Moeher Pmt Appl\2008 Exp \checklists\sw -54 checklist- indust.doc • Engineering Report 2008 Permit Modification A.S. King Ash Disposal Facility MPCA Permit No. SW -54 A.S. King Generating Plant Oak Park Heights, Minnesota Prepared for Northern States Power Company a Minnesota corporation Xcel Energy June 4, 2008 • Prepared by McCain and Associates, Inc. 0 Engineering Report 2008 Permit Modification A.S. King Ash Disposal Facility MPCA Permit No. SW -54 A.S. King Generating Plant Oak Park Heights, Minnesota Table of Contents Page Certification 1.0 Introduction 2.0 Project Description 1 3.0 Facility Development Plan 1 4.0 Facility Design 2 4.1 Subgrade Preparation 2 4.2 Phase VII Liner and Leachate Collection 2 4.3 Final Cover System 3 5.0 Storm Water Controls 3 6.0 Slope Stability 4 7.0 Closure/Post- Closure Care /Contingency Action/Financial Assurance 4 4 8.0 Environmental Monitoring System (EMS) 4 List of Tables Table 1 Summary of Stormwater Analysis List of Figures Figure 1 Finished Grades and Volume Report Figure 2 Closure Phasing Plan List of Appendices Appendix A Storm Water Analysis — Proposed Conditions Appendix B Storm Water Analysis — Currently- Permitted Conditions • P:\Projects\ASK\ASK0702 Moeller Pmt Appl\2008 Exp \Eng Rpt\Engineering Rpt.doc • Engineering Report 2008 Permit Modification A.S. King Ash Disposal Facility MPCA Permit No. SW -54 A.S. King Generating Plant Oak Park Heights, Minnesota Certification I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that properly qualified personnel properly gather and evaluate the information submitted based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information. The information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. • John , McCain, P.E. 21835 License No. June 4, 2008 Date • P:\Projects\ASK\ASK0702 Moeller Pmt Appl\2008 Exp\Eng Rpt\Engineering Rpt.doc 11 • Engineering Report 2008 Permit Modification A.S. King Ash Disposal Facility MPCA Permit No. SW -54 A.S. King Generating Plant Oak Park Heights, Minnesota 1.0 Introduction This report presents design and facility development information for a proposed vertical expansion of the A.S. King Ash Disposal Facility (King ADF), MPCA Permit No. SW -54. Xcel Energy had planned to place a new ash disposal facility into service to replace the existing King ADF prior to reaching full capacity. A new law has placed a moratorium on permitting for new landfills until the MPCA conducts rulemaking to address landfill siting. The proposed vertical expansion of the King ADF will provide additional time for Xcel Energy to evaluate options for on -going ash disposal while the rulemaking process is conducted. • 2.0 Project Description The expansion includes a 7.9 -acre ash footprint located entirely within the 46 -acre permitted landfill area. The expansion will be developed with a combination of 3H:1 V and 3 % -5% slopes to a peak elevation of 877.4 ft MSL. The expansion will provide 206,800 CY of ash disposal capacity, and includes 219,400 CY of total new airspace, including new liner subgrade, perimeter berms, ash, final cover, and surface grading west of the expansion to improve drainage. The finished grading plan and volume calculations are shown in Figure 1. The final cover grades were previously permitted to a peak elevation of 847.5 ft MSL. This height limitation was imposed to prevent overloading an existing sanitary sewer located beneath the site. The expansion fill plan is designed to maintain this same height limitation over the sewer. All but 1.6 acres of the expansion ash footprint is located over existing lined areas of the King ADF. A new liner (Phase VII liner) will be constructed for the 1.6 -acre unlined area. Portions of the expansion area have already received final cover. The east portion of the existing final cover is located over existing lined area, and will be removed to allow new ash placement directly over existing ash. The west portion of the existing final cover is located where the new liner will be constructed. The existing final cover in this area will be left in place (abandoned in place) and the new liner will be constructed over it. A strip of existing cap geomembrane will be removed from beneath the Phase VII liner to prevent subsurface cap water from ponding beneath the Phase VII liner. New final cover will be placed over the entire expansion area and will be • connected to the existing final cover. The expansion ash footprint, new liner area, and final cover removal /abandonment areas are shown on Sheet G3 of the Permit Drawings. 1 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp \Eng Rpt \Engineering Rpt doc • 3.0 Facility Development Plan The expansion will be developed with a single liner /perimeter berm construction event in Summer 2009, which will prepare the site for the complete expansion. Liner and berm construction plans, sections, and details are provided on Sheets L 1 -L5 and S1-S3 of the Permit Drawings. Finished expansion grades and final cover sections and details are shown on Sheets Cl-C3 and S1-S3 of the Permit Drawings. Overall site cross - sections are provided on Sheets X1-X3 of the Permit Drawings. It is anticipated that final cover will also be constructed in 2009 to the limits shown on the Final Cover Phasing Plan in Figure 2. It is anticipated that the south portion of the expansion area (south of the existing sanitary sewer) will be filled first and be ready to receive final cover in 2010. The north portion of the expansion area is anticipated to be filled by February 2011 and thus would be ready to receive final cover in Summer 2011. This sequence of development and closure is reflected in the Closure Phasing Plan in Figure 2. The proposed expansion will increase the permitted airspace of the King ADF by 219,400 CY. A breakdown of the materials types that comprise this airspace increase is provided below: Ash Fill: 206,803 CY • Soil Fill: 4,074 CY (subgrade preparation for Phase VII liner) Soil Fill: 2,976 CY (drainage layer on Phase VII liner) Soil Fill: 4,310 CY (grading west of expansion for drainage improvement) Soil Fill: 1,237 CY (final cover reconstruction) 4.0 Facility Design A description of expansion design features is provided in the following sections. 4.1 Subgrade Preparation Subgrade preparation for the Phase VII liner consists of removing the existing screening berm, relocating the paved hiking path, regrading existing final cover soils, and placing additional soil fill to prepare the liner grades shown on Sheet L1 of the Permit Drawings. In addition, the existing final cover geomembrane will be exposed on the west and north perimeter of the Phase VII liner area for connection to the new final cover on the perimeter berm. Subgrade preparation for the northeast portion of the expansion (area over existing final cover) consists of removing final cover soils and geomembrane to the north and west limits shown on Sheet L2 of the Permit Drawings. • 2 P:\Projects\ASKW l\2 SK0702 Moelter Pmt App008 Exp\Eng Rpt\Engineering Rpt doc • 4.2 Phase VII Liner and Leachate Collection The Phase VII liner consists of a composite geosynthetic clay liner (GCL) overlain by a 60 -mil high - density polyethylene (HDPE) geomembrane. Smooth geomembrane will be used on the base area and textured geomembrane will be used on the slopes. The base area of the liner will be sloped in herringbone- fashion toward north -south oriented leachate collection lateral trenches. The maximum leachate flow distance over the liner is approximately 80 feet. The leachate collection laterals slope at 0.5 percent grade and drain to an east -west oriented header pipe, which slopes at 0.5 percent grade to a sump located at the southeast corner of the Phase VII liner. The sump will be equipped with a gravity- drained leachate transmission pipe to remove leachate from the sump. The transmission pipe is a solid -wall HDPE pipe that connects to the existing Phase VI/Cell 4 leachate collection lateral pipe, which in turn discharges to the primary landfill sump located in Phase V /Cell 1. Details of the sump grading and gravity leachate removal are shown on Sheet L5 of the Permit Drawings. Additional leachate collection sections and details are provided on Sheets S1 and S3 of the Permit Drawings. Cleanout access is provided for the leachate collection laterals, header, and transmission pipe, as shown on Sheet L1 of the Permit Drawings. The maximum cleanout length is approximately 560 feet, well within the capacity of the vendors that provide the pipe jetting service. The liner will be constructed and tested in accordance with the Specifications. • 4.3 Final Cover System Two types of final cover will be constructed for the expansion. The first type is a 2 -foot thick cap with a 60 -mil HDPE geomembrane that will be placed on the perimeter berms that wrap around the west, north, and east sides of the expansion area as shown on Sheets L1 and L2 of the Permit Drawings. This "berm cap" provides a transition from the existing cap to the expansion cap. On the west half of the berm, the textured 60 -mil HDPE geomembrane used for the Phase VII liner slope areas will be extended over the top of the perimeter berm as a continuous sheet, and seamed to the existing final cover (shown on Sheet L of the Permit Drawings). For the east half of the berm (which is located over existing lined areas), the geoemembrane will be placed over the outside face of the berm, anchored at the top of the berm and seamed to the existing final cover geomembrane at the base of the berm. The second type of final cover is the same 2.5 -foot thick cap with a 40 -mil LLDPE geomembrane that is currently permitted. This final cover system will be placed on the finished ash surfaces of the expansion and seamed to the berm cap on the west, north, and east sides, and to existing cap (and already permitted but yet- to -be- constructed cap) on the remainder of the expansion perimeter. The final cover will be placed on 3H:1 V slopes in some areas of the expansion. MPCA guidelines will be followed for final cover placed on slopes steeper than 5H:1 V. • 3 P:\Projects\ASKWSK0702 Moelter Pmt App1\2008 Exp \Eng Rpt \Engineering Rpt.doc • 5.0 Storm Water Controls The proposed vertical expansion does not significantly change drainage areas or runoff patterns from the currently - permitted grades. The only new storm water control features are an inlet and drop pipe for the east end of the expansion area, and a turf mat - protected zone on the south slope. All other features are the same as currently permitted. The proposed expansion conditions were analyzed using HydroCAD software (v.7.00, HydroCAD Software Solutions, LLC, 2004), to verify the adequacy of the storm water control systems. There are 4 destinations for storm water runoff from the site: 1) South Pond 2) East Pond 3) Southwest Pond 4) Storm Sewer A summary of results of the storm water analysis is provided in Table 1. Table 1 lists the tributary drainage areas, peak discharge rates, and total runoff volumes for each of the destinations listed above for currently- permitted and proposed conditions, and for both 25 -year, 24 -hour and 100 -year, 24 -hour rainfall events. Complete HydroCAD analysis output for the 25- year, 24 -hour and 100 -year, 24 -hour rainfall event are provided as Appendix A and Appendix B, respectively. 6.0 Slope Stability Use of 3H:1 V slopes was previously permitted for the King ADF. The analysis of slope stability presented in the Application for Minor Permit Modification, A.S. King Ash Disposal Facility (McCain and Associates, August 2007) is applicable to the proposed expansion, and thus is not repeated herein. Block and rotational failure mode analyses provided in that document indicate minimum safety factors of 1.71 and 1.75, respectively. 7.0 Closure /Post - Closure Care /Contingency Action /Financial Assurance The most recent version of the Closure /Post - Closure Care /Contingency Action/Financial Assurance Plan, contained in the 2007 Annual Operations Report, remains in effect. The 2008 Annual Operations Report will include updated information related to timing and cost of future closure phases, post - closure care costs, contingency action costs, and financial assurance requirements. 8.0 Environmental Monitoring System (EMS) No changes to the environmental monitoring program are proposed since the vertical expansion • maintains the same ash footprint. Previous permitting activities have concluded the site is 4 P:\Projects\ASK\ASK0702 Moelter Pmt Appl \2008 Exp\Eng Rpt\Engineering Rpt doc • monitorable. Existing wells have established a large historic database and have roven t successful in monitoring ground water quality at the facility. p to be An updated well inventory, generated from the Minnesota Dept of Health County Well Index (CWI) is provided as Figures 5 and 6 to the Application Form. Domestic wells within one mile of the landfill and high capacity wells within three miles of the facility are identified. • • 5 P.\Projects\ ASK \ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \ Engineering Rpt.doc • Tables • • m I E o E o c G V i o o ° a , 111 Z c2 I O a. Q o l h1 a L. 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N� NV c '° 0 ._ N x O C��� N C C N � d c d • G - ... _._ .__ Nym EPEE cc .- B �M E a o �@JUa@) Loq g ` N Ocn0 t� L Ci Op U U U LN O O _ 25 001 °N "g0 p,U y Nc0 t010 C(p ° .: < N C 1U _... ICY( m ... .. .. _ 0 2 8 OO y NO 3 > a ^ 0J - o . m 5 r - O d a >3w c.. 0000 E . 'FS Q Q 32` M IL o�c0 Via` � � .�. o m IL . � ri v, Z` max ccOa` KaaU C' (s ) MOIi • M - h � z a • ?8 m ;€8 c =o'a`n O ZO . d- m u, r 1, < o. 11 77 U.I co a � C lg. 0. '� ~ o� � m a C 8 V N N N� N • €gy „ E 2 0.1 • w • y To tea^ .2'636 ^ m m a M N o N • ( ) 00 max Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification Technical Specifications • 2008 Permit Modification A.S. King Ash Disposal Facility Northern States Power Company a Minnesota corporation Table of Contents Division 1 General Requirements Section 01010 Summary of Work 01020 Drawing List 01025 Measurement and Payment 01200 Meetings 01300 Submittals 01400 Quality Control 01500 Temporary Controls 01550 Construction Services 01600 Receiving, Handling, and Storage Division 2 Site Work Section 02100 Site Preparation 02220 Excavating, Backfilling, and Compacting 02270 Geosynthetic Materials 02500 Paving and Surfacing 02605 Manholes and Catch Basins 02610 Pipes, Valves, and Fittings 02770 Geomembrane 02771 Geosynthetic Clay Liner (GCL) 02830 Fencing 02930 Turf Establishment Division 3 -16 (Not Used) Certification I hereby certify that this specification was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. JohnecCain Date: June 4, 2008 Reg. No. 21835 • P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 • Division 1 General Requirements • • Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 01010 • SUMMARY OF WORK PART 1 GENERAL 1.01 CONTRACT DOCUMENTS A. The Contract Documents are as defined in the Agreement. The terms of the Contract Documents apply to these Specifications as fully as though repeated herein. B. The format of these Specifications is based upon the CSI MASTERFORMAT, however differences in format and subject matter location do exist. It is the Contractor's sole responsibility to thoroughly read and and request written clarification of those portions that are unclear. understand these Specifications P P q C. Division of the Work as made in these Contract Documents is for the purpose of specifying and describing work that is to be completed. There has been no attempt to make a classification according to trade or agreements that may exist between Contractor, Subcontractors, or trade unions or other organizations. Such division and classification of the Work shall be the Contractor's sole responsibility. 1.02 EXISTING SITE CONDITIONS AND USES A. A.S. King Ash Disposal Facility 1. The Site is defined as the existing A.S. King Ash Disposal Facility shown on the Drawings. The Site is located at the junction of Highway 36 and Beach Avenue in Oak Park Heights, Minnesota. 2. The south end and the top area of the landfill are active disposal areas for dry, coal fly ash. Fly ash is hauled to the landfill in dump trucks. Trucks use the existing roadway of the landfill. S 3. The Phase VII construction project is located at the north end of the landfill, adjacent to Phase VI Cell 4 and 5, an active fill area. 4. The Final Cover construction project is located within the plan boundaries of Phase VI Cells 1,4 and 5 and Phase VII along the north side of the landfill. 5. The Landfill Entrance Road (off Beach Road) to the construction project is located east of the landfill, south from Highway 36. B. Northern States Power Company - Minnesota (NSPM) vehicles and other contractors' vehicles use roadways within and near the Site. NSPM's vehicles have the right -of -way at all times. C. Protect existing groundwater monitoring wells which are present at the Site and sampled regularly. 1.03 WORK COVERED BY CONTRACT DOCUMENTS A. The overall scope of the Work which is more fully described in these Contract Documents includes, but is not necessarily limited to, furnishing all labor, tools, equipment, and materials necessary to complete each project as summarized below. B. Phase VII Construction — Phase VII includes construction of a 2.1 -acre composite -lined dry ash landfill cell. Work includes but is not necessarily limited to: 1. Obtain permits necessary to perform the Work including, but not limited to a MPCA Construction Storm Water Permit. 2. Mobilization. 3. Relocate existing trees as designated on the Drawings. 4. Clear acres north of the area, including corridors for installation of a new chain link fence. Dispose of materials by hauling off site. 5. Furnish and install new chain link fence and gate. Remove existing chain link fence within construction S limits after new fence has been installed. 6. New fence shall be installed prior to grading activities. 01010 -1 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 7. Strip and salvage topsoil. Topsoil may be incorporated into other areas of the work providing it meets the requirements of these Specifications. 8. Excavate existing soils to the contours shown on the Drawings and expose and clean edge of existing cap geomembrane. Excavated soils may be incorporated into other areas of the work providing they meet the requirements of these Specifications. 9. Excavate existing ash and slag to the contours shown on the Drawings. Excavated ash and slag shall be placed within currently lined cells of the landfill. Access to landfill active area must be maintained open at all times NSPM is placing ash. 10. Furnish and geosynthetic clay liner (GCL) on both the cell base and sideslopes. 11. Furnish and install 60 -mil HDPE liner. 12. Prepare geomembrane and GCL material storage area by elevating storage area above existing grade and provide for drainage from storage area. Coordinate with Owner's On -Site Representative to determine location of storage areas. 13. Coordinate with Owner and Owner's On -Site Representative for completion of electrical liner leak location testing. Leak testing may be conducted in phases to facilitate liner installation and cover soil placement. Provide assistance to leak location - testing contractor as further specified in these Technical Specifications. 14. Construct north perimeter berm/anchor trench. 15. Construct west perimeter berm/anchor trench. 16. Furnish and install granular drainage layer. 17. Furnish and install topsoil. 18. Establish turf Includes seeding, mulching and placing erosion control blanket where required. 19. Site surveying and mapping. C. Final Cover Construction — Final cover construction includes construction of approximately 6.6 acres of final cover on the dry ash landfill. Work includes but is not necessarily limited to: 1. Obtain ermits necessary to perform the Work including, ary p g, but not limited to an MPCA Construction Storm Water Permit. 2. Expose and clean edge of existing geomembrane at tie -in locations. Salvage existing plywood and marker posts and use to mark the edge of the new geomembrane where shown on the Drawings. 3. Grade intermediate cover soils to provide a 3 " -6" buffer soil layer. 4. Furnish and place additional buffer soils as needed. 5. Furnish and place 40 -mil LLDPE geomembrane. 6. Furnish and place granular drainage layer. 7. Furnish and place rooting soil layer. 8. Furnish and place topsoil. 9. Establish turf Includes seeding, mulching, and placing erosion control blanket where required. 10. Site surveying and mapping. D. It is the intent of the Contract Documents to cover all aspects of the Project. Should there be some item or items not shown on the Drawings or not described in these Specifications that are required for the Work, those items and the furnishing of all labor, materials, and equipment shall be considered incidental to the Work and no additional compensation will be provided. E. The Work includes the furnishing of all labor, equipment, tools, machinery, materials, and other items required for the construction of a complete project as specified. Equipment furnished shall be in safe operating condition and of adequate size, capacity, and condition for the performance of the Work. Contractor shall obtain all measurements necessary for the Work and shall be responsible for establishing all dimensions, levels, and layout of the Work. F. Contractor shall be solely responsible for the coordination of its activities with regard to the Project and the activities of Subcontractors and NSPM. Contractor shall provide management -level staff to be on -site at all times when Subcontractors are working. G. NSPM may request separate pricing information for portions of the work. Requests for separate pricing are as indicated on the Bid Form. 01010 -2 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 1.04. WORK BY NSPM • A. NSPM has established survey control monuments near the project, and will provide the control data and site coordinate information necessary for construction of the Work. Once provided, it is Contractor's responsibility to protect the survey monuments in accordance with Article 1.08 of this Section. Contractor shall request such information from NSPM a minimum of five days prior to the time when such information is needed. B. Owner will contract directly for electrical liner leak location testing. Contractor shall coordinate construction activities to allow leak testing contractor to complete leak location testing, and assist leak testing contractor as further specified in these. Technical Specifications. C. Owner will contract directly with a soil testing firm to verify Contractor's activities are completed in accordance with contract requirements. Contractor shall provide access to construction areas for soil testing firm as specified in Section 01400 of these Technical Specifications. PART 2 PRODUCTS 2.01 NSPM - FURNISHED PRODUCTS A. Owner will not furnish any products. 2.02 CONTRACTOR - FURNISHED PRODUCTS A. Contractor shall furnish all products required for the Work except for the products specifically identified as being furnished by NSPM. PART 3 EXECUTION 3.01 SEQUENCING AND SCHEDULING A. Prior to starting work, Contractor shall prepare detailed sequencing and scheduling plans for the projects. The plans shall address such items as working hours, equipment and personnel, critical path of work items, and milestones. 3.02 CONTRACTOR USE OF PREMISES A. Defmition of Site: The Site is defined as the area within the perimeter fence as shown on the Drawings. Contractor shall limit operations, including material and equipment storage, to within those boundaries. B. Safety: Contractor and all Contractor's personnel shall obey NSPM's site safety requirements at all times. Operators shall obey all posted speed limits, obey all traffic signs, yield to NSPM vehicles, maintain equipment in safe operating conditions, wear all proper safety equipment. Operators shall not be allowed to use cellular telephones while operating equipment. Contractor shall be responsible for all safety violations and damage as a result of carelessness of their personnel. Contractor's personnel who violate safety requirements and/or observed to be reckless will be asked to leave the site C. Contractor shall limit operations, including material and equipment storage, to within the Site boundaries. D. Contractor shall comply with NSPM's site security rules. Contractor, subcontractors, suppliers, material deliveries, and equipment shall access the site by the security gate located at the east end of the landfill • 01010 -3 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification E. Hours of Operation: Contractor's operations shall be limited to the hours of 7:00 a.m. to 5:00 p.m. (Central Daylight Time), Monday through Friday, unless prior arrangements are made with NSPM. Longer hours, Saturday, Sunday, holiday, and night work may not be available, but if requested by the Contractor, shall be approved and coordinated by the Company at the sole discretion of the Company. The Contractor shall be responsible for the costs incurred by Owner to provide NSPM's Representative and Engineer during extended working hours. These costs shall be provided to Contractor upon request and shall be deducted from the Contractor's monthly invoice. F. Protection and Repair of Existing Facilities and Utilities: Contractor shall perform operations carefully and in such a manner as to protect existing facilities and utilities. Obstructions not shown on the Drawings may exist and shall be exposed by Contractor without damage. Contractor shall be responsible for damage to existing facilities and utilities resulting from Contractor's operations, and shall repair or replace damaged items to NSPM's satisfaction. G. Unfavorable Construction Conditions: When unfavorable weather, soil, drainage, or other unsuitable construction conditions exist, Contractor shall confine operations to work which will not be adversely affected by such conditions. No portion of the Work shall be constructed under conditions that would adversely affect the quality of the Work, unless special means or precautions are taken to perform the Work in a proper and satisfactory manner. H. Survey Markers: Contractor shall conduct operations so as to preserve bench marks, survey reference points, and stakes existing or established by NSPM for the construction. Contractor will be charged the expense of repairing or replacing survey markers and shall be responsible for mistakes or lost time that results from damage or destruction of survey markers due to Contractor's operations. I. Surface Water Runoff: Contractor shall implement erosion control measures as necessary to contain ash contact surface water runoff within lined areas. J. Active Landfill Site: Contractor's personnel shall yield to ash haul trucks and all NSPM vehicles at all • times. END OF SECTION 01010 • 01010 -4 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification CON 01020 • DRAW SE TI ING LIST PART 1 GENERAL 1.01 GENERAL A. This Section lists the Drawings that have been prepared for the Work covered by these Specifications and which are part of the Contract Documents. Drawing List Drawing No. Rev. No. Drawing Title G1 0 Index Sheet G2 0 Existing Conditions G3 0 Currently- Permitted Final Cover L1 0 Phase VII Liner Plan, and Soil Berm w/ Final Cover Plan L2 0 Existing Cap Removal, and Ash Berm w/ Final Cover Plan L3 0 Finished Berm Grading Plan L4 0 Liner and Berm w/ Final Cover Coords and Elevs L5 0 Sump Plan and Penetration Pipe/Plate Assembly Cl 0 Final Cover and Stormwater Control Plan C2 0 Final Cover Coords and Elevs C3 0 East Stormwater Controls Plan and Profile S1 0 Liner and Perimeter Berm Sections S2 0 Final Cover Sections S3 0 Leachate Collection Sections and Details X1 0 Site Cross - Section Transect 1 X2 0 Site Cross - Section Transect 2 X3 0 Site Cross - Section Transect 3 PART 2 PRODUCTS NOT USED PART 3 EXECUTION • NOT USED END OF SECTION 01020 01020 -1 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. Ring Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 01025 MEASUREMENT AND PAYMENT PART 1 GENERAL 1.01 GENERAL A. This Section describes the measurement and payment for the Work to be done under the items listed in the Bid Form. B. Each unit or lump sum price stated in the Bid Form shall constitute full compensation as herein specified for each item of work completed in accordance with the Drawings and Specifications, including all clean up and restoration. C. All costs in connection with the Work, including furnishing all materials, machinery, supplies and appurtenances; providing all construction equipment and tools; and performing all necessary labor, coordination, supervision, and management to fully complete the Work shall be included in the unit or lump sum prices quoted in the Bid Form. All Work not specifically set forth as a separate bid item in the Bid Form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the amounts and prices submitted in the Bid Form. The Bid form price for the Project shall include all work necessary to make all of the Work come together including all general, mechanical, electrical and instrumentation connections between the various parts of the Work. 1.02 ESTIMATED QUANTITIES A. All estimated quantities for Unit Price items in the Bid Form are approximate and are to be used only as a basis for determining the Estimated Contract Price. The actual amount of work to be done or materials to be furnished under the Unit Price items may differ from the estimated quantities. The basis of payment for work or materials furnished or placed will be the actual amount of work done or material furnished and placed. Contractor agrees to make no claim for damages, anticipated profits, or otherwise due to any difference between the amounts of Work actually performed or materials furnished and placed and the estimated amounts included in the Bid Form. 1.03 INTENT OF BID FORM ORGANIZATION A. Payment for all Work shall be in accordance with the terms and conditions set forth elsewhere in the Contract Documents and Contractor's Bid prices set forth in Bid Form. The Bid items shall constitute full compensation to Contractor for providing all material, equipment, labor, and supplies to complete the Work in complete accordance with the Contract Documents. 1.04 LUMP SUM PRICE A. The Lump Sum price provided by Contractor on the Construction Proposal shall constitute full compensation for furnishing all material, equipment, labor, and supplies and performing all operations necessary to construct the Work as set forth in the Contract Documents. 1.05 UNIT ADJUSTMENT PRICES A. The Unit Adjustment Prices provided by Contractor on the Bid Form will be used to adjust the Lump Sum price for changes to the Work that may be ordered by NSPM during the course of the Work. The Unit Adjustment Prices cover changes to the quantities of work activities, materials, and equipment which are specified herein and which are part of the Lump Sum price, and may be also be applied to other work activities which are of a similar nature. The Unit Adjustment Prices shall constitute full compensation for • furnishing all material, equipment, labor, and supplies and performing all operations necessary as a result of the change in the Work. 01025 -1 P:\Projects\ASK\ASK0702 Moeller Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 4111 B. Measurement for changes to the Work covered by the Unit Adjustment prices will be in a manner prescribed by the Engineer. Measurement will be performed by NSPM's Representative with information furnished by Contractor's surveyor and/or others as may be specified herein. 1.06 ALTERNATE PRICES A. The Alternate Prices provided by Contractor on the Bid Form will be used to adjust the Lump Sum price for addition of the alternate item in the Lump Sum price if accepted by Owner. The Alternate Prices shall constitute full compensation for furnishing all material, equipment, labor, and supplies and performing all operations necessary to construct the alternate item. 1.07 OPTION PRICES A. The Option Prices provide by Contractor on the Bid Form will be used to adjust the Lump Sum price for substitution of the option item in the Lump Sum price, if accepted by Owner. The Option Prices shall constitute full compensation for furnishing all material, equipment, labor, and supplies and performing all operations necessary to construct the optional item. PART 2 PRODUCTS NOT USED PART 3 EXECUTION 1111 NOT USED END OF SECTION 01025 01025 -2 P:\Projects\ASK\ASK0702 Moelter Pmt Appi\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 01200 MEETINGS • PART 1 GENERAL 1.01 PRECONSTRUCTION CONFERENCE A. After NSPM and Contractor have executed the Agreement, NSPM's Representative will schedule a preconstruction conference that shall be attended by NSPM, Contractor, Engineer, and others as appropriate. The meeting will be scheduled within seven (7) calendar days following formal agreement to Contract. The purpose of the meeting will be to ensure that all parties understand their responsibilities and the procedures that will be used to assure efficient completion of the Work. B. Agenda items may include: 1. Distribution of Contract Documents. 2. Designation of responsible personnel for all parties, lines of communication, and lines of authority. 3. Scope of works and the anticipated schedule of operations. 4. Critical work sequencing. 5. Submittal and field test reporting procedures. 6. Record documents and reporting. 7. Site safety and security procedures. 8. List of major subcontractors. 9. Procedures for processing change orders. 10. Use of premises including equipment and material storage. 11. Major equipment deliveries. 12. Housekeeping procedures. • 1.02 BASIS FOR COMPENSATION A. Compensation for all Work under this Section of the Specifications w' P p will be included under the lump sum Contract Price bid. 1.03 PROGRESS MEETINGS A. Weekly progress meetings will be scheduled by NSPM's Representative at a regular time mutually agreeable to NSPM, Contractor, and Engineer. The Contractor shall attend these meetings and shall coordinate and require the attendance of subcontractors whose work may be in progress at the time or whose presence may be required for any purpose. Scheduling of required attendees shall meet with the approval of NSPM's Representative. B. Following each meeting, NSPM's Representative will prepare and distribute to NSPM, Engineer, and Contractor copies of the minutes of the meeting. These will include a brief summary of the progress of the Work since the previous meeting. 1.04 UNSCHEDULED MEETINGS A. The Contractor shall attend other unscheduled meetings which may be reasonably requested by NSPM's Representative to discuss unanticipated changes in the Work or conditions at the site and which must be resolved before progression of work. 01200 -1 P:\ProjectsASKASK0702 Moeeer Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification PART 2 PRODUCTS • NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01200 • • 01200 -2 June 2008 P: \Projects\ASK\ASK0702 Moeher Pmt App1\2008 Exp\Eng Rpt\techspecs.doc Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 01300 SUBMITTALS PART 1 GENERAL 1.01 GENERAL A. This Section stipulates the requirements for transmission of submittals from Contractor to Engineer and actions taken by Engineer regarding submittals. B. Submittals shall be identified with the project name, name of submittal, and Section in which the submittal was required. C. NSPM will accept submittals only from Contractor. Submittals from subcontractors vendors, suppliers, or others will be returned without review or action. D. NSPM will accept only those submittals required by the Specification. Unsolicited submittals will be returned without review or action. E. All engineering data, regardless of origin, shall be stamped with the approval of the Contractor. The Contractor's stamp of approval will be a representation to NSPM that the Contractor has assumed full responsibility for determining and verifying all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data, and that he has reviewed or coordinated each submittal with the requirements of the contract documents. F. All engineering data shall be identified by use of the nomenclature established by the Contract Documents. Equipment drawings shall have the Engineer's equipment name and number clearly displayed. Material drawings shall have the Engineer's structure name and structure number (when applicable) clearly displayed. 1.02 BASIS FOR COMPENSATION A. Compensation for all Work under this Section of the Specifications will be included under the lump sum Contract Price bid. 1.03 CORRESPONDENCE A. Correspondence forwarding engineering data shall be addressed to the Engineer and NSPM as follows. To NSPM's: To the Engineer: Xcel Energy, Inc. McCain and Associates, Inc. 414 Nicollet Mall PO Box 429 Minneapolis, MN 55401 Maple Plain, MN 55359 Attention: Mr. Scott Thomas Attention: Mr. John McCain B. A letter of transmittal shall accompany all submittals of engineering data and shall include a list of the data included in the transmittal. Lists shall include manufacturer's drawing numbers identified with the corresponding project equipment or structure nomenclature as applicable. The letter shall be identified by the NSPM project name. 1.04 REVIEW OF SUBMITTALS A. NSPM's review of engineering data will cover only general conformity of the data to the Specifications and Contract Documents, external connections, and interfaces with equipment and materials furnished under separate specifications. NSPM's review does not indicate a thorough review of all dimensions, quantities, and details of the equipment, material, device, or item indicated or the accuracy of the information 01300 -1 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification submitted; nor shall review by NSPM be construed as relieving the Contractor from any responsibility for errors or deviations from the requirements of the Contract Documents. B. All engineering data submitted, after fmal processing and acceptance by NSPM, shall become a part of the Contract Documents and the work indicated or described thereby shall be performed in conformity therewith unless otherwise required by NSPM. 1.05 SUBMITTAL FOR INFORMATION OR DOCUMENTATION A. Submit 1 copy to Engineer and 1 copy to NSPM. B. Submittal shall be made at least 5 days before the subject of the submittal is to be incorporated into the Work. C. Submittal is for the purpose of formal verification that the subject of the submittal conforms to the requirements of the Specifications, for formal documentation of the Work, or both. D. No action is required by NSPM. NSPM will generally notify Contractor if deficiencies are identified; however Contractor is solely responsible for ensuring that the subject of the submittal conforms to the requirement of the Specifications. 1.06 SUBMITTAL FOR REVIEW A. Submit 1 copy to the Engineer and 2 copies to NSPM. B. Submittal shall be made at least 10 days before the subject of the submittal is to be incorporated into the Work. NSPM will respond within 5 days from receipt of submittal. C. Submittal is for the purpose of providing opportunity to NSPM for review and comment on the subject of the submittal. D. NSPM will respond to the submittal either with a list of comments or indicating no comments. E. If NSPM's comments indicate a deficiency with respect to the requirement of the Specifications, Contractor shall amend the submittal and resubmit. NSPM will again respond to the resubmittal. F. If NSPM's comments are in regards to an issue which based upon the Contract is at Contractor's discretion, Contractor shall furnish additional information provide justification, and otherwise cooperate in addressing and resolving NSPM's comments. 1.07 SUBMITTAL FOR APPROVAL A. Submit 4 copies to NSPM and 1 copy to the Engineer B. Submittal shall be made at least 15 days before the subject of the submittal is to be incorporated into the Work. NSPM will respond within 7 days from receipt of submittal. C. Submittals shall be stamped with Contractor's approval. Contractor's stamp shall be a representation that Contractor has assumed full responsibility for determining the submittal requirements and verifying that the subject of the submittal conforms to the requirements of the Specifications. Submittals not bearing Contractor's stamp will be returned without review or action. D. NSPM will review, make notations as appropriate, stamp, and return submittals to Contractor. NSPM's stamp and Contractor's required action are described below: • 1. NO EXCEPTIONS TAKEN. Contractor may proceed without further action. 01300 -2 P:\ Projects \ ASK \ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 2. RECOMMENDED REVISIONS NOTED. Contractor shall review NSPM's notations and revise subject of submittal as required to conform to the requirements of the Drawings and Specifications before proceeding with the Work. Resubmittal is not required. 3. RESUBMIT. Contractor shall review NSPM's notations, revise subject of submittal as required to conform to the requirements of the Drawings and Specifications, and resubmit to NSPM for additional action. 4. REVIEW COMPLETE, FURNISH 3 FILE COPIES. Contractor shall furnish the requested number of copies and may proceed without further action. E. No work shall be performed in connection with the fabrication or manufacture of equipment and materials until the data therefore have been reviewed by NSPM except at the Contractor's own risk and responsibility. Work may proceed when submittals have been returned marked RECOMMENDED REVISIONS NOTED, provided the work is performed in accordance with NSPM's notations. F. If changes are made at the project site to correct manufacturing errors, revised drawings incorporating the changes shall be prepared and submitted to NSPM. G. Drawings shall be in sufficient detail to indicate the kind, size, and arrangement of component materials and devices; the external connections, anchorages, and supports required; the dimensions needed for installation and correlation with the foundations; and other information specifically requested herein. H. Each drawing submitted shall be black line on white background or blue line on white background. Print size shall not exceed 24 inches by 36 inches. I. Each drawing submitted shall be clearly marked with the name of the project, the specification title, the specification number, NSPM's assigned number when so advised, and the Contractor's name. If catalog pages are submitted, the applicable items shall be indicated. 1.08 RECORD DOCUMENTS A. Submit record documents prior to Substantial Completion. B. Record documents shall accurately reflect the as- constructed condition. 1.09 WARRANTY AND GUARANTEE CERTIFICATES A. Submit warranty and guarantee certificates prior to Substantial Completion. B. Warrantee and guarantee certificates shall be signed by Contractor, Installer, Manufacturer, and others as required by the Specifications. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01300 • 01300 -3 P:\Projects ASK \ASK0702 Moelter Pmt Appl\2008 ExpEng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification • SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1.01 FIELD QUALITY CONTROL A. The Contractor shall retain an independent registered land surveyor licensed in the State of Minnesota for performing quality control on line and grade of the Work. The quality control survey data shall be available for review at all times by NSPM or NSPM's On -Site Representative. Where indicated in the following sections, grade and thickness tolerances must be verified by the registered land surveyor and approved in writing by NSPM or NSPM's On -Site Representative prior to placement of overlying materials. It shall be the Contractor's responsibility to provide NSPM or NSPM's Representative with two days advance notification that approval of grades and thicknesses will be requested. NSPM or NSPM's Representative will provide approval of grades and tolerances within one day of receiving the reduced survey data, or will notify Contractor that modification of the Work is required to comply with requirements of these Specifications. Subsequent requests by the Contractor for approval of grades and tolerances will receive a response from NSPM or NSPM's Representative within one day after reduced survey data are submitted. B. Contractor's independent registered land surveyor shall verify that ades, sloes, and material thicknesses, • ' p g Y fY �' P where appropriate, constructed by Contractor are within the tolerances specified in these Specifications, by determining elevations at specific locations on a matrix of survey points as described below. The survey grid layout shall be submitted for approval. C. Phase VII Liner Construction: 1. For elevation, grade, and material thickness verification the following points shall be surveyed: a. Top, midpoint and bottom of the perimeter of the interior slope at 50 -foot intervals. Top and bottom points shall be located along the grade -break lines. b. Every node on an orthogonal 50 -foot grid in the base area of the cell. The grid layout shall be established by the registered land surveyor such that there is not more than 50 feet of distance between the toe -of -slope and the first grid line. c. Edge of geomembrane at geomembrane extents at 50 -foot intervals along straight runs and at all grade breaks and changes in alignment. d. Location of flaps. e. Determine drainage sand thickness by repeating survey shots at the locations described or by using cones marked with the fill depth (for visual observation by Owner's On -site Representative), by hand - excavating drainage sand and measuring the layer thickness (under observation by Owner's On -site Representative), or by another method approved by NSPM's Representative. Whichever method is used, Contractor shall furnish whatever assistance NSPM's Representative requires (e.g. labor for hand excavation, leaving fill cones in place until fill depths are verified, etc.) in order to obtain independent documentation of the sand thickness. f. Verify topsoil thickness at 50 -foot intervals by placing lath in the topsoil area with the full topsoil thickness marked on the lath, by taking survey shots before and after placement of topsoil, or other method as agreed to by the Contractor and NSPM's Representative. g. Verify the Class 5 thickness at 50 -foot intervals by placing lath at each edge of the Class 5 roadways with the full Class 5 thickness marked on the lath, or by taking survey shots before and after placement of Class 5, or other method as agreed to by the Contractor and NSPM's Representative. h. Perform a topographic survey of the top of the Granular Drainage Layer over the entire geomembrane surface. D. Final Cover Construction: 1. Perform a topographic survey of the top of the ash surface prior to placement of any random fill buffer 111 layer material and after uncovering the existing liner connection locations (where appropriate) to provide a base topography for determination of the random fill buffer layer quantity. Provide survey shots on a 50 -foot orthogonal grid maximum including geomembrane tie -in locations, grade breaks, and 01400 -1 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification transition areas to provide adequate data for accurate topography. Contractor shall provide survey data to NSPM in electronic spreadsheet format. • 2. Perform a topographic survey after installation of the geomembrane and prior to placement of any granular drainage material to provide topography for determination of the random fill buffer layer quantity. Provide survey shots on a 50 -foot orthogonal grid maximum including geomembrane tie -in locations, edges of the new geomembrane, geomembrane flaps, grade breaks, and transition areas to provide adequate data for accurate topography. Contractor shall provide survey data to NSPM in electronic spreadsheet format. 3. Perform a topographic survey of the fmished topsoil surface by surveying on a 50 -foot orthogonal grid. The survey points shall include, at a minimum, grade breaks, transition areas, sideslope berms, ditch inverts, and run -on berms to provide adequate data for accurate topography. Contractor shall provide survey data to NSPM in electronic spreadsheet format. 4. Determine material thicknesses for drainage sand, rooting soil, and topsoil either by repeating survey shots on the grid described above for each layer, by using cones marked with the fill depth on a 50 -foot grid (for visual observation by Owner's On -site Representative), by hand - excavating each layer on a 50- foot grid and measuring the layer thickness (under observation by Owner's On -site Representative), or by another method approved by NSPM's Representative. Whichever method is used, Contractor shall furnish whatever assistance NSPM's Representative requires (e.g. labor for hand excavation, leaving fill cones in place until fill depths are verified, etc.) in order to obtain independent documentation of the layer thicknesses. 5. Determine coordinate locations and elevations of storm water inlets, drain tile connections to drop pipes, energy dissipaters, and side slope ditch inverts at 50 -foot intervals. E. Visually inspect lines between survey points to verify a relatively straight -grade (no sag or crown). F. All survey data generated by the Contractor's independent registered land surveyor shall be summarized daily in a tabular format listing each survey point by Project coordinate, station, offset, elevation, difference from previous elevation (material thickness), and required material thickness as appropriate. Required • material thickness is measured perpendicular to the slope. Material thicknesses based upon survey shots at the same coordinate location shall be corrected to the perpendicular -to slope thickness. G. Contractor shall cooperate with and participate in Owner's electrical leak location testing of the installed and covered geomembrane liner. The testing method is described in the next Article. Testing may be conducted in phases to facilitate timely installation of geomembrane and placement of cover soils. The testing phase areas and schedule shall be identified by Contractor in the form of a Submittal for Review as specified in Section 01300. The following activities are required to be completed by Contractor as part of the liner leak location testing: 1. Leave a continuous strip of geomembrane exposed on the entire perimeter of the zone to be tested so as to electrically isolate the sand cover within the testing zone from ground (the geomembrane is an insulator). 2. Prior to testing, Contractor shall furnish laborers to lay out a testing grid. The grid consists of anchored string lines pulled across the entire testing area at 10 -foot spacing. Strings and anchors shall be removed by Contractor upon completion of testing. 3. Before and during testing, Contractor shall maintain the sand cover in a moist, electrically- conductive condition. Moisture shall be maintained by applying water to the sand at a rate sufficient to maintain the moisture content required for good electrical conductivity and to provide complete aerial coverage. 4. As part of the leak testing procedure, the leak testing company will place calibration holes in the liner system to calibrate their testing equipment. At the Owner's discretion, additional blind test holes may be placed in the liner system to asses the testing conditions and leak testing company's ability to locate holes. Contractor will be responsible for repairing up to 5 placed holes (calibration and blind holes) in the liner system. 5. During testing, Contractor shall provide equipment and laborers to expose potential leak locations as identified by testing. Contractor shall be responsible for repair of liner defects and replacement of cover soils after repairs are made. • 01400 -2 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 1.02 SUBMITTALS • A. Submit for approval the survey grid layout to be used for material thickness verification. B. Submit for documentation a tabulation of all results of survey work performed, in both printed and electronic spreadsheet format. The submittal shall be made prior to substantial completion. The tabulation shall be signed by the registered land surveyor. The tabulation shall contain the following information for each survey location: 1. A unique identification number. 2. Coordinates. 3. Elevation of the finished surface of each material (e.g. subgrade, clay liner, drainage layer, asphalt subgrade). 4. Description of survey point (i.e.: subgrade, top of granular drainage material, etc.) 5. Thickness of materials as appropriate. 6. Elevation of the top of pipes. C. Submit for information a Record Drawing containing the unique identification numbers and material thicknesses (where required by surveying) for each survey point. The drawing shall use a scale of 1 " =50', shall schematically represent the finished excavation, embankment, cover soils construction, subgrade, and fmal bituminous surface, and shall be submitted in reproducible or electronic format. The drawings shall be prepared and signed by the independent registered land surveyor that performed the survey verifications during construction. 1.03 BASIS FOR COMPENSATION A. Compensation for all Work under this Section of the Specifications will be included under the lump sum Contract Price bid. 411 1.04 NSPM'S CONSTRUCTION QUALITY ASSURANCE PROGRAM A. For purposes of documenting construction, NSPM or NSPM's Representative will be conducting a Construction Quality Assurance (CQA) program during construction. The CQA program will consist of collecting random samples and performing tests on materials used in construction. Testing will determine whether the properties of the materials proposed for use in this Project comply with the requirements of these Specifications, and whether the constructed materials meet compaction, permeability, and other requirements. Contractor shall provide access to materials shipped to the site for sampling and access to the construction area for testing throughout construction. B. The CQA program will include, but not necessarily be limited to, the following activities: 1. Material property tests for random fill include Standard Proctor maximum dry density. 2. Material property tests for the granular drainage material include sieve analysis and hydraulic conductivity. 3. Material property tests for topsoil include sieve analysis, organic content, and pH. 4. Compaction tests will be performed on random fill and aggregate base during construction to verify that compaction requirements are met. 5. Material property tests for coarse and fine aggregate include sieve analysis and angularity testing. 6. Material property tests for aggregate base include sieve analysis and Standard Proctor maximum dry density. C. Work failing to meet specifications as outlined herein and as may be identified as a result of NSPM's CQA program shall be repaired at Contractor's expense. NSPM will perform additional testing after repairs are completed. The expense of retesting will be charged to Contractor. D. Contractor may ask to review results of NSPM's CQA program during construction. Test results are the property of NSPM and will be submitted to Contractor at NSPM's discretion. 01400 -3 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification E. It is Contractor's sole responsibility to perform testing deemed necessary to satisfy requirements of these Specifications prior to delivery of materials to the Site. Materials that do not meet the requirements of these • Specifications shall be removed from the Site by Contractor. F. NSPM's CQA program is not a replacement for Contractor's Field Quality Control program. G. Owner will contract separately for liner leak location testing for the installed and covered geomembrane liner. The project may be tested in phases in order to facilitate installation and covering of the geomembrane. The testing method consists of electrically isolating from ground cover soils placed over the geomembrane, applying an electric current to the isolated cover soils to establish an electric potential between the cover soils and ground, calibrating the testing equipment, and taking measurements of electric current on a grid pattern over the area to be tested. The presence of current indicates completion of an electrical circuit through a hole in geomembrane. Current density measurements are processed and mapped to locate holes in the geomembrane. Large holes may mask signals from small holes, therefore retesting is required after geomembrane repairs are made and cover soils are replaced PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01400 • 01400 -4 P:\Projects\ASK\ASK0702 Welter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 01500 • TEMPORARY CONTROLS PART 1 GENERAL 1.01 SECTION INCLUDES A. Controlling dust generation on access roads to the Site and within construction limits. B. Controlling soil erosion and sediment transport at the Site. C. Controlling surface runoff into the Work area. 1.02 BASIS FOR COMPENSATION A. Compensation for all Work covered under this Section of these Specifications will be included under the lump sum Contract Price bid. PART 2 PRODUCTS 2.01 MATERIALS A. NSPM can provide a non - potable source of water for use by Contractor for dust control. The source is located on the A.S. King Plant property in the coal yard. • B. Acceptable temporary erosion control devices include, but are not necessarily limited to, silt fence, straw and hay bales, geotextiles, and vegetative cover. C. Traffic control devices shall conform to the requirement of the Minnesota Manual of Uniform Traffic Control Devices (MMUTCD). 2.02 EQUIPMENT A. Water tank trucks equipped with water cannon capable of delivering water through either front- or rear - mounted nozzles. Tank trucks shall be of sufficient size and mobility and carry a sufficient quantity of water to control dust generated by Contractor's activities. PART 3 EXECUTION 3.01 DUST CONTROL WATERING A. Apply water to roads used by Contractor's and Owner's equipment as directed by NSPM or NSPM's Representative to control dust generated by wind or by Contractor's or Owner's vehicle traffic. B. Apply water to ground surfaces within the construction limits as directed by NSPM or NSPM's Representative to control dust generated by Contractor's activities at the site. 3.02 EROSION CONTROL A. Install erosion control devices and materials at locations where required to meet the requirements of the • Construction Stormwater Permit (see Section 3.05), or as directed by NSPM or NSPM's Representative where soil erosion and sediment transport from the Site may occur due to Contractor's activities. 01500 -1 P:\Protects\ASK\ASK0702 Moeha Pmt App1\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification B. Install temporary erosion control devices during the progress of the work and maintain them until permanent erosion control (turf establishment, aggregate surfacing, etc) has been established. • C. Slope road surfaces and place temporary erosion controls as necessary to divert all ash contact runoff into the landfill. 3.03 SURFACE RUNOFF CONTROL A. Control surface water runoff near and within the Work area. The Work area shall be maintained in an accessible and workable condition at all times. B. Surface runoff from the west slope of Cell 5 shall be controlled by the Contractor and shall not be allowed to drain into the Cell 4 work area. Contractor shall construct and maintain a runoff control berm along the east edge of Cell 4, west of the line along which the Cell 5 liner will be connected to the Cell 4 liner. The berm shall be of sufficient size to contain all runoff from Cell 4 within the Cell 4 lined area. 3.04 TRAFFIC CONTROL A. Contractor shall install and maintain temporary traffic controls as necessary. Traffic control devices and placement shall conform to the requirements of the MMUTCD. 3.05 STORM WATER CONTROL PLAN A. A Minnesota Pollution Control Agency (MPCA) General Construction Storm Water Permit (Permit) is required for construction areas which disturb one or more acres of land. The CONTRACTOR is responsible for obtaining this Permit. The CONTRACTOR must sign this Permit and is responsible for meeting all requirements outlined in the Permit. The following sections give only a brief summary of the Permit requirements and the Permit should be referred to for compliance. • B. The requirements of the Permit include a Temporary Erosion and Sediment Control Plan to be developed to keep sediment from entering "waters of the state" during construction and a Permanent Erosion and Sediment Control Plan to prevent erosion and keep sediment from entering "waters of the state" after construction is completed. All activities except for surface water diversion berms, if specified, shall be completed before construction begins. C. These Specifications and Drawings incorporate by reference the requirements of the Temporary and Permanent Erosion and Sediment Control Plans and must be available at the construction site. They must also be available to federal, state, and local officials for inspection for the duration of the permit. Records of all inspections and rainfall events must also be available at the construction site. The inspection records shall include the following: 1. Date and time of inspections, 2. Findings of inspections, 3. Corrective actions taken (including dates and times), 4. Documentation of changes to the plans made during construction, and 5. Date of all rainfall events. D. The Work covered by this section consists of furnishing all labor and materials and performing all operations necessary to implement temporary erosion and sediment control procedures on the site during construction activities. These procedures include, but are not limited to site grading, slope roughening, and perimeter sediment control such as silt fences or straw bales. E. The Contractor shall be responsible for conducting the required inspections and maintenance requirements. The construction site shall be inspected once every seven (7) days and within 24 hours after every rain event which results in runoff leaving the construction site or entering waters of the state. All erosion and sediment control features shall be inspected and repaired if any damage has occurred or the structure is otherwise ineffective. 01500 -2 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rot \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification • F. The Contractor is responsible for complying with their respective portions of this permit requirements until construction is complete, all maintenance activities are complete, the site has undergone fmal stabilization, and a Notice of Termination is submitted to the MPCA. END OF SECTION 01500 • • 01500 -3 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 01550 CONSTRUCTION SERVICES PART 1 GENERAL 1.01 SECTION INCLUDES A. Requirements for construction plant, temporary facilities and construction services which the Contractor shall provide and those services which will be furnished by NSPM in the prosecution of the work under these Specifications. 1.02 BASIS FOR COMPENSATION A. Compensation for all work covered under this Section of these Specifications shall be included in the Lump Sum price. 1.03 CONSTRUCTION PLANT AND TEMPORARY FACILITIES A. The Contractor shall furnish all construction plant, utilities, temporary facilities, equipment, materials, and supplies required for prosecution of the work but which will not be incorporated in the completed work, unless otherwise specified herein. B. All temporary structures and facilities furnished by the Contractor shall remain the property of the Contractor and shall be maintained throughout the construction work. When the construction work is completed, all such temporary structures and facilities shall be removed from the Site and the area shall be restored to its original condition. • C. All construction plant and facilities shall be in first -class condition and shall be of the proper type and size to perform the work. The plant and facilities shall be regularly and systematically maintained throughout the work to ensure proper, efficient operation. Plant and facilities which are inadequate or improperly maintained shall be promptly modified, repaired, or removed from the Site and replaced. D. The Contractor shall provide adequate office space for the Contractor's supervisory personnel and the Owner's On -Site representative, and temporary facilities as may be required for the use of the Contractor's personnel. E. All temporary structures for offices, change houses, warehouses, and other uses for the Contractor or his subcontractors shall be of fireproof design using materials and construction acceptable to NSPM. Temporary structures shall be placed in locations as directed by NSPM. Suitable construction trailers may be used in lieu of temporary structures when acceptable to NSPM. F. All temporary structures shall be separated by a minimum clear space of at least 30 feet and shall be protected from damage by vehicles by means of physical barriers or by adequate distance from roadways. G. Where temporary structures are used for storage of equipment and materials, the following conditions shall apply. 1. Framing materials shall be either noncombustible or Class A Fire Retardant Pressure Impregnated wood. 2. Tarpaulins and other flexible covering materials shall be flame proofed. H. Security for Contractor's construction plant and temporary facilities is not provided by NSPM. The Contractor shall be responsible for loss or injury to persons and property where Contractor's work is involved. Contractor shall provide security and take precautionary measures to protect Contractor's and • NSPM's interests. 01550 -1 P:\Projects\ASKWSK0702 Moeher Pmt App1\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 1.04 TEMPORARY UTILITIES • A. Water: Potable water is not available at the Site. Contractor shall make all arrangements necessary to provide water for potable consumption. Water used for construction purposes need not be potable but must not be contaminated. B. Sanitary Facilities: Provide sanitary facilities for use by Contractor's employees, subcontractors, suppliers, NSPM's Representative, NSPM and all other persons to be working on the site. Sanitary facilities shall, as a minimum, comply with the requirements of applicable Laws and Regulations for temporary sanitary facilities and shall be emptied and sanitized frequently, and shall at all times be maintained in a clean and useable condition. Sanitary facilities shall be maintained until Substantial Completion unless earlier removal is approved by NSPM or NSPM's Representative. C. Electricity: NSPM will furnish an electrical power source for use in the Contractor's office trailer. D. Telephone and Fax: Telephone service is not available at Site. E. Fire Protection: Contractor shall make all arrangements necessary to assure that the Site and the Work have adequate fire protection services throughout the duration of the Work. Any special fees or charges imposed by the City or other organization to provide such services shall be paid by Contractor. F. Lighting: Contractor shall furnish such temporary lighting as may be required to perform the Work and for NSPM's Representative's use. 1.05 OFFICE TRAILER A. Contractor shall furnish office trailer space for use by Owner and Owner's Representative. The space shall have a minimum of 120 square feet of floor area, be equipped with a desk, a conference table, and six chairs. The space shall be furnished with electrical service, operable lighting, heat, and air conditioning. This office space may be located in a trailer with other facilities but must be accessible to Owner and Owner's Representative at all times and must be secured by a separation wall and lockable door. 1.06 TRASH DISPOSAL A. The Contractor shall be responsible for collecting and properly disposing of all trash and debris. Trash, debris, and waste shall not be allowed to accumulate. 1.07 ACCESS ROADS, PARKING AREAS, AND STORAGE AREAS A. The Contractor may construct and shall maintain additional access roads as required to effectively prosecute his work. The location and type of construction of all such additional access roads shall be acceptable to NSPM. When no longer required, such temporary access roads shall be removed by the Contractor. Surfacing shall be removed and the area restored to its natural condition. Restoration shall include clearing of all trash and construction debris, and grading to blend with the adjacent contours to provide effective natural drainage. Any surfacing materials such as gravel or bituminous materials shall be disposed of as directed by NSPM. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED • END OF SECTION 01550 01550 -2 P:\ Projects \ ASK \ASK0702 Welter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 01600 RECEIVING, HANDLING, AND STORAGE PART 1 GENERAL 1.01 GENERAL A. This Section covers the requirements for receiving, handling, and storage of all Contractor - furnished and NSPM - furnished materials and equipment. B. Storage areas on the Site will be allocated for the Contractor's use by NSPM. When requested by NSPM and before unloading any materials or equipment, the Contractor shall prepare and submit to NSPM a drawing indicating the proposed layout and utilization of his storage areas. Storage areas shall be utilized in accordance with the layout indicated on the drawing and as acceptable to NSPM. This drawing shall be kept current and shall indicate the location and description of all stored items for which the Contractor is responsible. Revised copies of this drawing shall be submitted to NSPM as they are made. 1.02 SHIPPING AND STORAGE A. The Contractor shall receive, check, unload, handle, and store all materials and equipment which are to be incorporated in the construction under this Specification, unless otherwise specified. The Contractor shall be responsible for the prompt unloading of materials and equipment and shall pay any damage. Items shall be handled in a manner which is consistent with safe and sound material handling practices. B. For all items, packaging shall be adequate to prevent contamination, mechanical damage, or deterioration during the field storage period. The storage area shall be well drained and all items shall be stored on cribbing or equivalent to avoid trapping water and to allow air circulation. Any special storage requirements, if required, shall be forwarded to the job site with each shipment to which they are applicable. C. Items and material purchased by the Contractor and others are subject to a receiving inspection by NSPM at the construction site. The Contractor shall conduct inspections to verify that items or materials furnished by the Contractor meet the requirements of the contract. Nonconforming issues are not to be submitted without prior authorization by NSPM, and unacceptable items shall be returned at the Contractor's expense. D. Contractor shall provide certifications for materials delivered to the site upon arrival if material certifications have not previously been submitted. Material which is delivered to the site without certifications shall not be used for construction without approval of the Owner of Owner's On -Site Representative. E. NSPM assumes no responsibility for materials and equipment stored on site. Contractor assumes full responsibility for damage or loss due to storage of materials and equipment. PART 2 PRODUCTS NOT USED PART 3 EXECUTION NOT USED END OF SECTION 01600 • 01600 -1 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 • Division 2 Site Work Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 02100 SITE PREPARATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Implementing and maintaining temporary erosion controls. B. Clearing and grubbing trees. C. Stripping and stockpiling topsoil. 1.02 BASIS FOR COMPENSATION A. Compensation for all Work covered under this Section of these Specifications will be included under the lump sum Contract Price bid. 1.03 SUBMITTALS A. Submit for documentation subgrade acceptance form for topographic conditions. PART 2 PRODUCTS NOT USED • PART 3 EXECUTION 3.01 REVIEW AND ACCEPTANCE OF EXISTING TOPOGRAPHIC CONDITIONS A. Contractor shall satisfy itself that the existing topographic conditions in the Cell 5 area shown on the Drawings are an accurate representation and shall formally acknowledge and accept such existing conditions as the basis for Contractor's bid by completing the "Existing Topographic Conditions Acceptance Form." B. If Contractor contends that existing topographic conditions are different from that shown on the Drawings, Contractor shall submit survey data from a Minnesota- registered land surveyor to document actual topographic conditions, and shall identify with such submission additional work required which was not accounted for in Contractor's bid. Following negotiation with Owner regarding additional work and execution of change order, Contractor shall acknowledge and accept such revised existing conditions as the basis for Contractor's bid and change order by completing the "Existing Topographic Conditions Acceptance Form." B. There shall be no opportunity for a claim for extra work due to differing topographic conditions once stripping or excavation work has started. 3.02 TEMPORARY EROSION CONTROL A. Implement temporary controls specified in Section 01500 prior to performing other site preparation or construction activities. B. Perform temporary erosion control to conform to these Specifications and according to the requirements of • the NPDES Construction Storm Water Runoff permit and NSPM, including: 02100 -1 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 1. Furnish, install, and maintain temporary erosion controls necessary to prevent the erosion and transport • of soils, silt, mud, and debris off site or to other areas of the site where damage could result. 2. Construct temporary erosion controls where there is evidence that sediment is being transported off -site, where drainageways flow from the site, and elsewhere as required to control erosion. C. Schedule operations to minimize the amount of area disturbed and thus susceptible to erosion at any given time. D. Remove and dispose of all temporary erosion controls when turf has been fully established or when earthwork such as diversion dikes have eliminated the possibility of sediment transport off -site. 3.03 CLEARING AND GRUBBING A. Clear all obstructions above the ground surface (trees, brush, boulders, etc.) from the work area. Clearing and grubbing shall be limited to the areas required to perform the work. B. Remove stumps, roots, and buried logs. C. Segregate material removed as part of clearing and grubbing to prevent mixing with organic or mineral soils to be incorporated into the Work. Segregated materials shall be disposed of off -site. D. Cleared and grubbed materials shall be removed from the Site unless otherwise directed by the NSPM's Representative. Storage, burial, or burning of the materials on Site will not be permitted. 3.04 WORK AREA AND STOCKPILE DEVELOPMENT AND MAINTENANCE A. Strip topsoil full -depth from the construction limit area. Segregate topsoil from subgrade soils during • stripping. B. Temporary topsoil stockpiles may be maintained for that quantity of topsoil to be re- incorporated into the Work. Excess topsoil remaining in the temporary stockpiles upon completion of topsoil placement shall be placed in the topsoil stockpile shown on the Drawings. C. Soils containing a higher silt content shall be selectively excavated for use as rooting soil or random fill. 3.05 PAVEMENT REMOVAL AND DISPOSAL A. Remove existing pavement, curb, and gutter, in conformance with the requirements of Mn/DOT Std. Spec. 2104, including requirements for protecting existing structures, saw cutting existing pavement, and disposal of materials. 3.06 TEMPORARY EROSION CONTROL A. Perform temporary erosion control to conform to these Specifications and according to the requirements of the NPDES Construction Stormwater Runoff permit and the Owner, including: 1. Furnish, install, and maintain temporary erosion controls necessary to prevent the erosion and transport of soils, silt, mud, and debris off site or to other areas of the site where damage could result. 2. Construct temporary erosion controls where there is evidence that sediment is being transported off -site, where drainageways flow from the site, and elsewhere as required to control erosion. B. Schedule operations to minimize the amount of area disturbed and thus susceptible to erosion at any given time. C. Remove and dispose of all temporary erosion controls when turf has been fully established or when • earthwork such as diversion dikes have eliminated the possibility of sediment transport off -site. END OF SECTION 02100 02100 -2 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rot \techspecs.doc June 2008 Certificate of Acceptance of Existing Topographic Conditions by Contractor Installer: Project: • Name: Location: Address: Project: Area Accepted: Authorized Representative: Owner: Description of Area to Be Certified Certification The undersigned, , certifies that he /she is a representative of (Company) duly authorized to execute this certificate, that he /she has inspected and conducted such investigations to satisfy himself/herself that the existing topographic conditions as shown on the bid drawings are an accurate representation of actual conditions and accurately represent the existing ground surface upon which the bid price is based. This certification is based on observations of the topographical surface conditions only. No subsurface inspections or tests have been performed and makes no • (Company) representations or warranties regarding conditions which may exist below the surface of the subgrade. Date: Signature: Name: Title: Certificate Received by Certificate Received by Contractor: Owner: Date: Date: Company: Company: Signature: Signature: Name: Name: Title: Title: • 02100 -3 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification • SECTION 02220 EXCAVATING, BACKFILLING, AND COMPACTING PART 1 GENERAL 1.01 SECTION INCLUDES A. Phase VII Construction: 1. Excavating existing soils and preparing subbase for liner installation. 2. Excavating ash and slag. 3. Placing and compacting random fill. 4. Furnishing, placing, and compacting clay liner. 5. Placing granular drainage layer over geomembrane. 6. Furnishing and placing topsoil. B. Phase VI Cells 4 and 5 Final Cover Construction: 1. Furnishing, placing, grading, and smooth - rolling soil buffer layer. 2. Furnishing and placing granular drainage layer. 3. Furnishing and placing cover soil layer. 4. Furnishing and placing topsoil. 5. Verifying material thickness requirements 1.02 BASIS FOR COMPENSATION • A. Compensation for all Work covered under this Section of these Specifications will be included under the lump sum Contract Price bid. 1.03 REFERENCES A. Minnesota Department of Transportation Standard Specifications for Construction, 2000 Edition, hereafter referred to as Mn/DOT Standard Specifications. B. American Society for Testing and Materials, Current Edition, hereafter referred to as ASTM. 1.04 SUBMITTALS A. Submit for information a list of sources of materials specified in this Section to NSPM or NSPM's Representative at least two weeks prior to delivery of materials to the Site. B. Submit for documentation test results of at least two random samples of each material two weeks prior to delivery to site. Testing shall be conducted according to appropriate ASTM or Mn/DOT standards to confirm required material properties or classifications specified in Article 2.01 of this Section. 1.05 DELIVERY, STORAGE, AND HANDLING A. Upon delivery of materials to the Site, provide access for sampling or observation of loads by NSPM or NSPM's Representative prior to unloading. B. Store materials where designated on Drawings or as directed by NSPM or NSPM's Representative. Prevent segregation of graded materials and mixing of dissimilar materials during unloading, stockpiling, or removal from stockpile. • 02220 -1 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 1.06 SEQUENCING AND SCHEDULING II/ A. NSPM will be evaluating results of Contractor's independent registered land surveyor's grade, slope, and material thickness verifications, collecting material samples, and conducting field testing of materials throughout the duration of the Project, as described in Section 01400 of these Specifications. Do not proceed with subsequent operations until NSPM or NSPM's Representative has been notified and has been given opportunity to verify that the Work meets the requirements of these Specifications. B. Contractor shall sequence work such that storm water which comes into contact with ash shall be contained within lined areas of the landfill, and shall not be allowed to run onto or discharged onto areas of final cover or ground surface. Coordinate installation of surface water pipes and geomembrane boots such that storm water will be contained within lined area of the landfill during storm events. 1.07 JOB CONDITIONS A. It shall be solely the Contractor's responsibility to review available tests and reports, conduct additional tests, and otherwise determine to its own satisfaction the location and nature of all surface and subsurface features and the soil and water conditions that may be encountered. NSPM's information on site conditions may be reviewed at NSPM's offices as scheduled with NSPM. B. Use of explosives will not be permitted. C. Contractor shall be solely responsible for determining the means and methods for meeting the compaction requirements unless otherwise specified herein, except that compaction by flooding or puddling or other means that involve saturation or over - wetting the soil will not be permitted. Contractor shall be solely responsible for utilizing means and methods that protect adjacent structures and utilities from damage resulting from Contractor's operations, specifically including, but not limited to, settlement, consolidation, displacement, cracking, vibration, undermining, washout, and uplift caused by excavating, compaction, • dewatering, or any other operation. If requested by Contractor, NSPM will accompany Contractor in examination of existing adjacent structures prior to beginning the Work. Examination will be intended to provide Contractor opportunity to document relevant existing structural damage or problems. D. Provide all shoring, bracing, sheet piling, trench boxes, tie backs, and other measures required to perform all Work in accordance with Laws and Regulations. Specifically, all excavations shall conform to the requirements of OSHA set forth in 29 CFR 1926, Subpart P (Occupational Safety and Health Standards - Excavations). PART 2 PRODUCTS 2.01 MATERIALS A. Contractor shall furnish all materials specified in this Section. Native soils stripped and excavated during construction may be stockpiled and/or screened and used for Random Fill, Granular Drainage Material and Topsoil, provided the materials meet the requirements of these Specifications. B. Random Fill: A mineral product consisting of sound durable particles, excluding crushed carbonate quarry rock, crushed concrete, and salvaged bituminous mixture, and free of all organic material. The material shall not contain solid mineral particles larger than 6 inches in diameter, except that the surface of the Random Fill buffer layer for final cover construction shall be free of protruding stones or other solid particles greater than 1/2-inch in size. C. Coarse Filter Aggregate 1. A mineral product meeting the following gradation requirements: • 02220 -2 P:\Projects\ASK\ASK0702 Welter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc - June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification • Sieve % Passing 1" 100 3/4" 80 -100 3/8" 35 -60 #4 0 -10 #10 0 -5 2. The portion of material retained on the 3/8" sieve shall contain no angular particles and not more than 30 percent subangular particles as defined by ASTM D 2488. Crushing or other processing methods which results in sharp edges shall not be used. D. Granular Drainage Material 1. An aggregate mineral soil meeting the following requirements: a. A maximum particle size of 3/8 -inch. b. A maximum of 5 percent by weight passing the #200 sieve. c. For liner drainage layer: A minimum hydraulic conductivity of 1x10 cm/s at 95 percent Standard Proctor maximum dry density. d. For final cover drainage layer: A minimum hydraulic conductivity of 1x10 " cm/s at 95 percent Standard Proctor maximum dry density. e. A uniformity coefficient of less than 6. E. Class 5 Aggregate: An aggregate material in conformance with Mn/DOT Standard Specification 3138.2 for Class 5. Use of salvaged/recycled aggregates may be allowed upon submittal of source data and approval of Engineer. F. Cover Soil: Silty soil imported or taken from on -site excavation and stripping activities. Maximum particle size shall be 3 inches in the largest dimension. • G. Topsoil: On -site surface soil stripped and stockpiled during site preparation per Section 02100, and identified by NSPM or NSPM's Representative as a suitable growing medium. Imported topsoil shall meet the requirements of Mn/DOT 3877 for Topsoil Borrow. 2.02 SOURCE QUALITY CONTROL A. Submit for review test results from all potential off -site sources of materials so that the materials can be evaluated for conformance with specifications. B. Provide access for NSPM to collect samples of imported material at the time of delivery to the site and prior to unloading. PART 3 EXECUTION 3.01 GENERAL EXCAVATION A. Locate and protect overhead and underground utilities. B. Construct excavations in accordance with applicable Laws and Regulations. C. Excavate existing soils, ash, and slag to the elevations, slopes, and dimensions shown on the Drawings. D. Provide temporary controls such as diversions and dewatering equipment to prevent surface runoff from entering excavations and to remove ponded water from excavations. Maintain excavations in a dry and stable condition at all times. • E. Notify NSPM or NSPM's Representative of any unsatisfactory soil materials encountered that require additional excavation, including peat, debris, lake sediments, fat clays, or other soils subject to 02220 -3 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 ExpEng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification compressibility. If NSPM or NSPM's On -Site representative determines that additional excavation is • required, through no fault or neglect of Contractor, the additional excavation will be paid for as a change in the Work. F. Extend excavations a sufficient distance to allow placement and compaction of aggregate bedding and other required backfill materials, prevent sloughing of materials into the excavation, and to permit observation of the work by NSPM or NSPM's Resident Project Representative. Excavate to sufficient depth to remove loose or disturbed native soil. Avoid over excavating sound native soil. 3.02 BACKFILL AND COMPACTION (PHASE VII AND FINAL COVER CONSTRUCTION) A. Place backfill materials at the locations and to the dimensions and thicknesses shown on the Drawings. Furnish equipment suitable for soil conditions and compactive effort required to meet compaction criteria specified herein. Coarse - grained soils shall be compacted using vibratory compaction equipment. Fine - grained soils shall be compacted using sheepsfoot compaction equipment. B. Place Random Fill in maximum 12 -inch loose lifts. Lifts shall be constructed in a generally horizontal orientation. Compact each lift to at least 95 percent Standard Proctor Density (ASTM D 698) before proceeding to the next lift. C. Placing Granular Drainage Material over Geomembrane: 1. No backfill material shall be placed over the geomembrane until inspection and testing of the geomembrane have been completed and all test results and required documentation have been submitted to NSPM and NSPM's Representative in accordance with Section 02770. After geomembrane inspection and review of the documentation, NSPM will give Contractor authorization to proceed with the placement of materials over geomembrane. This notice does not imply final acceptance of the geomembrane or related work. Final acceptance of the geomembrane is covered in Section 02770. Inspection and submission of required documentation for geomembrane work may be done in phases to • facilitate timely placement of Granular Drainage Material. 2. Place Granular Drainage Material over the geomembrane in a single lift. Placement of the Granular Drainage Material over the geomembrane shall be performed in accordance with the geomembrane manufacturer's recommendations, and under the supervision of the geomembrane installer's on -site representative as specified in Section 02770. 3. In no case shall any construction equipment be allowed to travel directly on the geomembrane. A temporary 3 -foot lift of Granular Drainage Material shall be placed over the geomembrane in the main traffic areas (such as the pathway followed by trucks or in push lanes for dozers). A minimum 3 -foot thickness of Granular Drainage Material shall be in place over the geomembrane for rubber -tired vehicle traffic. A minimum 2 -foot thickness of Granular Drainage Material shall be in place over the geomembrane for tracked vehicle traffic. 4. Spreading shall be performed by pushing Granular Drainage Material from p g p y p g g discrete dumping points along the built -up traffic areas, and pushing the materials outward over that material already placed. Granular Drainage Material shall be rolled over the edge of the material already placed, rather than pushed or slid across the surface of the geomembrane. 5. Granular Drainage Material placement shall be performed in a manner which minimizes the formation and propagation of wrinkles in the geomembrane. Wrinkles shall not be permitted to be folded over beneath the Granular Drainage Material. Contractor shall perform Granular Drainage Material placement operations in accordance with an approved placement plan. Minimum requirements include: a. Early- morning Granular Drainage Material placement activities (while the geomembrane is cool and relatively wrinkle -free) shall include placement of pushing lanes to anchor the geomembrane at intervals. b. Granular Drainage Material may be placed ahead of small wrinkles using a backhoe or similar equipment to trap the wrinkle. c. Granular Drainage Material shall be pushed across the geomembrane in an up -slope direction so that slack which may develop in the geomembrane can be taken up in the anchor trench. d. A spotter shall be assigned to work full time with each piece of earth moving equipment used for • Granular Drainage Material placement over the geomembrane. The spotter shall be positioned to observe the location of the blade or bucket relative to the geomembrane and communicate this 02220 -4 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification • information to the equipment operator to prevent damage to the geomembrane. The spotter shall also track and minimize the formation and propagation of wrinkles in the geomembrane and communicate this information to the operator. Measures shall be taken to stop wrinkle formation and propagation. e. Any damage which occurs to the geomembrane shall be reported immediately to Owner or NSPM's Representative so that repairs can be made. Contractor shall assist with repairs by removing Granular Drainage Material from the damage area, maintaining access to the area until repairs are made, and placing cover materials promptly after repairs have been completed. 6. No special compactive effort other than that realized by placement of the Granular Drainage Material shall be performed. 7. Use only square -nosed shovels over the geomembrane, the use of pointed -nose shoves or spades shall not be allowed while placing drainage material over the geomembrane. D. Cover Soil: Place cover soil to the thickness and at the locations shown on the Drawings. Rooting Soil shall be placed in a single lift. Avoid mixing with the underlying Granular Drainage Material. Minimize compaction to the cover soil during compaction. E. Topsoil: 1. Place topsoil to the thickness and at the locations shown on the Drawings. 2. In addition to the locations specifically shown on the Drawings, place topsoil to an approximate 6 -inch thickness in ditches and areas disturbed by Contractor's activities. 3. On slope areas, track marks from equipment shall run up- and -down the slope to aid in erosion control. Place topsoil in a single 6 -inch lift on exterior slopes of berms, along sides of access road, and in other locations disturbed by Contractor's activities. 4. Place topsoil in a single lift, and avoid mixing with the underlying cover soil. Minimize compaction to the topsoil during placement. 3.03 SLOPE PREPARATION (FINAL COVER CONSTRUCTION) A. Place random fill buffer soil to the required grades and elevations. B. Smooth -grade the random fill buffer layer to a smooth and uniform finished surface by backdragging with a dozer blade or smooth drum rolling to remove ruts and tracks. Maintain the buffer layer during geomembrane installation. The finished surface of the random fill buffer layer shall be free of protruding stones, stones or other solid particles greater than 1/2-inch diameter, clods, foreign matter, and any material which may damage the geomembrane. Contractor shall visually inspect the finished surface and remove unacceptable materials prior to installation of the geomembrane. The random fill buffer layer may vary in thickness from 0 to 6- inches. 3.04 SUBGRADE PREPARATION (ENTRANCE ROAD CONSTRUCTION) A. Strip vegetation and topsoil from construction area. B. Remove soil from soft or wet areas as directed by Engineer. C. Grade subgrade to the required elevations, dimensions, and slopes as shown on the Drawings. Organic soil from shoulders shall not be mixed with soils in road subgrade. D. Subgrade profile shall be smooth and of uniform grade. E. Compact finished subgrade to at least 95 percent of Standard Proctor maximum dry density. 3.05 AGGREGATE BASE (ENTRANCE ROAD CONSTRUCTION) • A. Place Class 5 aggregate in a 6 -inch lifts to the dimensions shown on the Drawings and compact each lift to at least 95 percent of Standard Proctor maximum dry density. 02220 -5 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification B. Density tests shall be taken as deemed necessary by Owner and no bituminous layer shall be applied on the • Class 5 aggregate until it is approved by Owner. 3.07 GENERAL SITE GRADING A. Grade drainage swales to drain toward culverts or other drainage features as shown on the Drawings. B. Smooth -grade fmished ground on exterior slopes of berms, along access road, and other areas disturbed by Contractor's activities, to uniform levels or slopes between points where elevations are shown, or between such points and existing ground. 3.08 TOLERANCES A. Construct the excavation and backfill work to the minimum dimensions shown on the Drawings and within the dimensional tolerances given below. Elevation and thickness tolerances are acceptable deviations from the elevations and material thicknesses shown on the Drawings. B. Elevation Tolerances (Phase VII): 1. Clay /GCL Subgrade: +0.0 foot, +0.2 foot. 2. Compacted clay barrier: +0.0 foot, +0.2 foot. 3. Random Fill - Exterior Berm Slopes and Drainage Ditches: +/ -0.2 foot. 4. Finished Granular Drainage Material Surface: +0.2 foot, -0.0 foot 5. Finished Topsoil Surface: +0.2 foot, -0.0 foot. C. Thickness Tolerances: 1. Compacted clay barrier: +0.0 to +0.2 foot 2. Granular Drainage Material: -0.0 to +0.2 foot at a single point, -0.0 to +0.1 foot average of all points. 3. Topsoil: -0.0 foot, +0.2 foot. • 4. Rooting soil: -0.0 foot, +0.2 foot. 5. Drainage Aggregate (around collection pipes): +/ -0.1 foot. 6. Class 5 Aggregate: -0.0 foot, + 0.2 foot. D. Grade Tolerances: 1. Cell Bottom (subgrade surface slope): 2.0 percent or greater across crown, 0.5 percent or greater parallel to crown. 2. Exterior Surface Water Ditches: 2 percent or greater. 3.10 FIELD QUALITY CONTROL A. Contractor shall perform field quality control as specified in Section 01400 of these Specifications. END OF SECTION 02220 • 02220 -6 P:\ Projects \ ASK \ASK0702 Welter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification S SECTION 02270 GEOSYNTHETIC MATERIALS PART 1 GENERAL 1.01 SECTION INCLUDES A. Furnishing and installing geotextile filter fabric. 1.02 BASIS FOR COMPENSATION A. Compensation for all Work and materials covered under this Section of these Specifications will be included under the lump sum Contract Price bid. 1.03 REFERENCES A. Minnesota Department of Transportation Standard Specifications for Construction, 2000 Edition, hereafter referred to as Mn/DOT Standard Specifications. 1.04 SUBMITTALS A. Geotextile Filter Fabric: Submit for documentation quality control certificates from the manufacturer, representative of the rolls delivered to the Site. The document shall present test results for the physical properties specified below. A quality control certificate shall be submitted for each 50,000 square feet of continuously produced material. A quality control certificate shall be submitted for each roll of material that • is not from a continuous production run for which a certificate has previously been provided. PART 2 PRODUCTS 2.01 MATERIALS A. Heavy Non -Woven Geotextile Filter Fabric: Amoco Propoex 4516 (16- ounce), or approved equal. B. Non -Woven Geotextile Fabric: Amoco Propex 4512 (12- ounce), or approved equal. C. Erosion Blanket: North American Green SC 150, Staple Pattern D, or approved equal. D. Erosion Mat/Turf Mat: North American P300, Staple E, or approved equal. PART 3 EXECUTION 3.01 INSTALLATION A. Install filter fabric at the locations and to the dimensions shown on the Drawings. The filter fabric shall overlap at least 12 inches between panels. B. Install erosion blankets and mats at the locations and to the dimensions shown on the Drawings. Anchor the blankets and mats with staples at the manufacturer - recommended spacing. END OF SECTION 02270 02270 -1 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 02500 • PAVING AND SURFACING PART 1 GENERAL 1.01 SECTION INCLUDES A. Providing all supervision, labor, materials, and equipment, and performing all operations necessary to furnish and install aggregate base and asphalt pavement in those areas where the Work involves asphalt paving. 1.02 BASIS FOR COMPENSATION A. Compensation for all Work and materials covered under this Section of these Specifications will be included under the lump sum Contract Price bid. 1.03 REFERENCES A. American Society for Testing and Materials, Current Edition, hereafter referred to as ASTM. B. Minnesota Department of Transportation Standard Specifications for Construction, 2000 Edition, hereafter referred to as Mn/Dot Specifications. 1.04 SUBMITTALS A. Submit documentation as required by Mn/Dot specifications. • PART 2 PRODUCTS 2.01 AGGREGATE BASE A. Construct aggregate base as specified in Section 02220. 2.02 ASPHALT PAVEMENT E. Asphalt pavement shall conform to the requirements of Mn/Dot Section 2331 for Plant Mixed Bituminous Pavement. B. Base course shall meet the requirements of Mn/DOT 31BBB50000. C. Wearing course shall meet the requirements of Mn/DOT 31 WEB50000. PART 3 EXECUTION 3.01 PAVING PREPARATION A. The Aggregate base shall be placed and compacted to conform the requirements of Mn/DOT Section 2211. B. Apply a bituminous prime coat to the finished aggregate base surface in accordance with Mn/DOT Std. Spec. 2358. • 02500 -1 P:\ProjectsASKASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification • 3.02 PAVING A. Place one 1 1/2 -inch bituminous base course. Compact the base course using the ordinary compaction method. B. Place one 1 1/2 -inch bituminous wearing course. Compact the wear course using the ordinary compaction method. Apply a bituminous tack coat between the base course and the wearing course. C. Apply a bituminous seal coat on the finished wearing course in accordance with Mn/DOT Std. Spec. 2356. 3.03 FIELD QUALITY CONTROL A. The Contractor shall establish and maintain quality control for Work covered under this Section to assure compliance with the Contract Requirements, including compaction test results if requested by NSPM. 3.04 TOLERANCES A. Construct the asphalt road within the thickness and surface requirements of Mn/DOT Std. Spec. 2331.3.J. 3.05 WARRANTY A. 12 -month warranty against cracking. END OF SECTION 02500 • 02500 -2 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\En8 Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 02605 • MANHOLES AND CATCH BASINS PART 1 GENERAL 1.01 SECTION INCLUDES A. Constructing precast reinforced concrete manholes, catch basins, and appurtenances. gP , pp 1.02 BASIS FOR COMPENSATION A. Compensation for all Work and materials covered under this Section of these Specifications will be included in the lump sum Contract Price bid. 1.03 REFERENCES A. Minnesota Department of Transportation Standard Plates Manual, hereafter referred to as Mn/DOT Standard Plates. B. Minnesota Department of Transportation Standard Specifications for Construction, 2000 Edition, hereafter referred to as Mn/DOT Standard Specifications. C. American Society for Testing and Materials, current edition, hereafter referred to as ASTM. PART 2 PRODUCTS • 2.01 PRECAST REINFORCED CONCRETE MANHOLES AND CATCH BASINS A. Manhole Sections: Precast circular pipe sections in conformance with ASTM C 76, Class II, Wall B. Base shall be integrally cast with first riser section. B. Top Slab: Precast top slab in conformance with MNDOT Standard Plate 4020, and equipped for the specified castings. C. Joint Seals: Continuous 0-ring rubber gaskets for circular manhole riser sections in conformance with ASTM C 443. D. Pipe Connections: Cast -in or snap -in rubber boots. E. Non - Shrink Grout: A nonmetallic type grout which is durable in wet/dry and freeze /thaw environments. Acceptable products include Master Builders "Masterflow 713 Grout," W.R. Grace and Company "Darex Nonmetallic Grout," and Sika Corporation "SikaGrout 212." F. Castings: See Plan. G. Epoxy Coating: Master Builders, Inc. "Embegard GP," Sherwin Williams "Hi_Solids Catalyzed Epoxy (Product 4.06)," Sika Corporation "Sikagard 62 High - Build" epoxy, or approved equal. Color shall be gray or clear. 02605 -1 P:\Projects\ASK\ASK0702 Moeher Pmt App1\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification . PART 3 EXECUTION 3.01 PRECAST CONCRETE MANHOLES A. Contractor shall determine the required manhole base slab elevations, based upon the pipe invert elevations, casting elevations, dimensions, and tolerances shown on the Drawings. B. Place integral base on 6 -inch level bed of aggregate base compacted to 100% Standard Proctor maximum dry density. C. Construct manholes and catch basins to the elevation shown on the Drawings. Install section plumb. Use rubber gaskets at joints. Install the top slab on a full mortar bed. D. Pipe connections to plastic pipes shall be made with rubber boots. Pipe connections to concrete or metal pipes shall be made with non - shrink grout. Pipes shall extend at least 1 inches but not more than 3 inches past the inside wall of the manhole. E. Epoxy coat all interior concrete surfaces of manholes. END OF SECTION 02605 • 02605 -2 P:\Projects\ASK\ASK0702 Moelter Pmt AppI2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 02610 PIPES, VALVES, AND FITTINGS PART 1 GENERAL 1.01 SECTION INCLUDES A. Furnishing and installing polyethylene pipe (PEP) and fittings. B. Furnishing and installing Smooth Interior Corrugated Polyethylene Pipe (CPEP). C. Furnishing and installing slotted corrugated polyethylene tubing (CPET) and fittings. D. Furnishing and installing corrugated metal pipe (CMP). 1.02 BASIS FOR COMPENSATION A. Compensation for all Work covered under this Section of these Specifications will be included under the lump sum Contract Price bid. 1.03 REFERENCES A. Minnesota Department of Transportation Standard Specifications for Construction, 2000 Edition, hereafter referred to as Mn/DOT Standard Specifications. B. American Association of State Highway and Transportation Officials hereafter referred to as AASHTO. C. American Society for Testing and Materials, current edition, hereafter referred to as ASTM. PART 2 PRODUCTS 2.01 POLYETHYLENE PIPE (PEP) A. All PEP size shall be IPS unless specified elsewhere on the Drawings. B. PEP shall be manufactured from materials meeting the requirements of ASTM D 1248 for Type III, Grade P34, Category 5, Class C, and have a PPI rating of PE3408. The pipe produced from this material shall have the dimensions and wall thickness as set forth in ASTM F 714 for the Size and Standard Dimension Ratio (SDR) shown on the Drawings. C. PEP shall be marked at maximum 5 -foot intervals with manufacturer's name or trademark, nominal size and SDR, cell classification, ASTM D 1248, and extrusion date, period of manufacture, or lot number. 2.02 SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE (CPEP) A. CPEP shall be ADS N -12WT or equal. B. CPEP fittings shall be from the same manufacturer as the pipe. 2.03 CORRUGATED POLYETHYLENE TUBING (CPET) AND FITTINGS A. CPET and fittings shall meet the requirements of ASTM F 405 or AASHTO M252. The pipe shall meet • the dimensional requirements shown on the Drawings and be manufactured by Prinsco, ADS, Hancor, or other approved manufacturer. 02610 -1 P:\Projects\ASK\ASK0702 Moeher Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification B. CPET fittings shall be from the same manufacturer of the pipe. C. CPET shall be supplied with manufacturer- fabricated and installed filter fabric sock. 2.04 CORRUGATED METAL PIPE A. Galvanized corrugated steel pipe in conformance with the requirements of AASHTO M -36. PART 3 EXECUTION 3.01 POLYETHYLENE PIPE A. Construct perforated and non - perforated PEP of the size and SDR and in the locations and to the elevations and grades shown on the Drawings. B. Join PEP sections by the thermal butt fusion process in accordance with manufacturer's recommendations. Use of hand -held fusion plates will not be permitted. The joints shall have a tensile and shear strength equal to or greater than that of the pipe and the joint shall be watertight. C. Use electro- fusions pipe couplings where specifically shown on the Drawings or as otherwise directed by NSPM or NSPM's Representative. Follow instructions from the electro- fusion system manufacturer. 3.02 SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE (CPEP) A. When installed over a geomembrane, a minimum of 3 inches of clean bedding sand shall be placed and 411 uniformly spread between the pipe and geomembrane. B. Bell and spigot pipe joints shall properly aligned and fully seated. Where joint couplings are required, they shall be gasketed and the closure shall be bolted with stainless steel bolts. Zip -tie closures shall not be permitted. Coupling shall engage at least two full corrugations on each side of the joint C. Backfill soil shall be sandy and shall be hand - compacted under the pipe haunches. D. Pipe zone backfill shall consist of sandy soil and shall be mechanically compacted using vibratory methods (e.g. vibratory plate compactor). 3.03 CORRUGATED POLYETHYLENE DRAIN TUBING AND FITTINGS A. Install drain tubing of the size and in the locations and to the elevations and grades shown on the Drawings. B. Do not install drain tubing with bends of smaller radius than the minimum recommended by the manufacturer. C. Extreme care shall be taken to prevent crushing or deflecting the drain tubing by construction equipment traffic. After installation, Contractor shall mark locations of the drain tubing and restrict heavy equipment from traveling over the tubing. As directed by Owner or Engineer, Contractor shall perform deflection testing of the drain tubing. Installed tubing with deflection exceeding 15 percent of the tubing diameter shall be removed. 3.04 CORRUGATED METAL PIPE A. Construct CMP of the size and at the location and grades as shown on the Drawings. 1. Prepare pipe subgrade and place backfill material as specified in Section 02220. 2. CMP shall be laid at a constant slope and in a straight line. 3. CMP couplings shall be securely fastened with stainless steel bolts, nuts, and washers. 02610 -2 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 3.05 FIELD QUALITY CONTROL A. Pipe and pipe installation will be subject to rejection for any of the following reasons: 1. Fractures, cracks, chips, or deformities in pipe wall. 2. Defects indication improper proportioning, mixing, or molding. 3. Damaged ends where such damage would prevent making a satisfactory joint. 4. Deflection from true -round cross section. 5. Manufacturer's recommendation. END OF SECTION 02610 • • 02610 -3 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rot \techspecs.doe June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification • SECTION 02770 GEOMEMBRANE PART 1 GENERAL 1.01 SECTION INCLUDES A. Installing polyethylene geomembranes. B. Performing on -site quality control testing for geomembrane installation. C. Supervising placement of geomembrane cover materials. 1.02 SUBMITTALS A. Submittals shall be made prior to or at the time of delivery of geomembrane materials to the Site. B. Polyethylene Resin: Submit for documentation the following information for Polyethylene resin used in the manufacture of geomembrane and extrudate rod: 1. Resin type and cell classification (ASTM D 3350). 2. Physical properties as specified herein. 3. Production dates of the resin used for this project C. Polyethylene Geomembrane: Submit for documentation the following information for Polyethylene • geomembrane to be used for this project. 1. Test methods and results defining physical properties as specified herein, of the geomembrane to be used for this project. Test results shall be representative of each roll of geomembrane furnished for this project (e.g., a test sample taken between two consecutive rolls from a continuous run will be considered representative of both rolls). Test results shall be reported with corresponding roll identification numbers. Test results which may not be available prior to construction (e.g., environmental stress crack resistance) shall be presented as preliminary information prior to construction, with final test results submitted within 60 days of the start of geomembrane installation. 2. Statement of the geomembrane manufacturer's quality control procedures and frequency of sampling. 3. Details of any factory seaming process proposed. D. Geomembrane Installation: Submit for review the following information regarding the geomembrane installation: 1. A proposed panel and seam layout diagram specifying the type and location of all field and factory seams. The layout diagram shall be to scale and used as a construction plan and shall include all necessary dimensions and details. The layout diagram shall be compatible with the panel and seam layout requirements specified in Article 3.03 of this Section. 2. An installation schedule. 3. A list of personnel performing field supervision, seaming supervision, and quality control, along with experience records and resumes. 4. A list of equipment types proposed to be used in panel layout, membrane seaming, and destructive and nondestructive testing. E. Prior to the installation of any geomembrane, the Contractor shall submit for documentation installer's certification in writing that the surface upon which the geomembrane is to be installed is acceptable (use the form at end of this Section or Installer's equivalent). F. Submit for documentation tensiometer calibration certificate, stating tensiometer has been calibrated within 1 year. 02770 -1 P:\Projects\ASK\ASK0702 Moelter Pmt AppI\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification G. Submit for documentation the installer's proposed material handling, unloading, deployment, transporting, • and storage techniques, and certification in writing that these techniques meet the Geomembrane Manufacture's recommendations. H. Submit for documentation a material and workmanship warranty prior to substantial completion in accordance with Section 3.13. 1.03 EXPERIENCE A. The geomembrane manufacturer shall have at least 5 years continuous experience in manufacturing smooth and textured Polyethylene geomembrane rolls and/or a manufacturing record totaling not less than 5 million square feet of Polyethylene geomembrane. The manufacturer shall have produced Polyethylene geomembrane for at least 10 completed facilities similar in scope to this project. B. The geomembrane installer (hereafter referred to as Installer) shall have at least 5 years continuous experience in the installation of Polyethylene geomembranes and an installation record totaling at least 5 million square feet. Installer shall have installed Polyethylene geomembrane for at least 10 completed sites similar in scope to this project. C. Geomembrane installation shall be performed under the direct supervision of a single field supervisor who shall remain on -site throughout installation, including inspection of the surface upon which the geomembrane is to be installed, geomembrane handling and storage, panel layout and placement, seaming, seam testing, panel and seam repair, installation of appurtenances, anchorage, protective cover placement, and other geomembrane- related work. The field supervisor shall have complete supervisory responsibility for the installation, testing, and repair, and have a personal Polyethylene geomembrane installation record totaling at least 1 million square feet. • D. Field seaming of geomembrane panels shall be performed under the direction of a seaming supervisor who may or may not be the same person as the field supervisor. The seaming supervisor shall have a personal Polyethylene geomembrane installation record totaling at least lmillion square feet with the mil - thicknesses and using the seaming methods proposed for this project. E. The geomembrane manufacturer and installer must be approved by Owner prior to mobilization for geomembrane installation. Owner has the right to reject any geomembrane manufacturer or installer, and request that Contractor select an alternate. 1.04 PREINSTALLATION CONFERENCE A. Contractor and Installer shall attend a meeting at the site prior to installation of the geomembrane to discuss details of the proposed design and installation. 1.05 REFERENCES A. American Society for Testing and Materials, Current Edition, hereafter referred to as ASTM. B. Geosynthetic Research Institute, GRI test methods GM10, GM11, GM12, GM 13, and GM17, most current versions. II/ 02770 -2 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification S 1.06 BASIS FOR COMPENSATION A. Compensation for all Work covered under this Section of these Specifications will be included under the Lump Sum contract price bid. PART 2 PRODUCTS 2.01 MATERIALS A. Polyethylene Resin 1. Smooth and textured Polyethylene geomembrane and extrudate rods used for this project shall be manufactured of new, first quality resins, designed specifically for use in flexible membrane liner installations. 2. Polyethylene resin used in manufacturing geomembranes used for this Project shall meet the requirements as stated in GRI Test Method GM 13, "Test Properties, Testing Frequency and Recommended Warranty for High Density Polyethylene (HDPE) Smooth and Textured Geomembranes ", and GRI Test Method GM 17, "Test Properties, Testing Frequency and Recommended Warranty for Linear Low Density Polyethylene (LLDPE) Smooth and Textured Geomembranes" 3. Recycled polymer shall not be added to the resin. B. Geomembrane 1. Polyethylene geomembrane sheets used for this project shall meet the requirements as stated in GRI Test Method GM 13, "Test Properties, Testing Frequency and Recommended Warranty for High Density Polyethylene (HDPE) Smooth and Textured Geomembranes ", and GRI Test Method GM 17, "Test Properties, Testing Frequency and Recommended Warranty for Linear Low Density • Polyethylene (LLDPE) Smooth and Textured Geomembranes" 2. The geomembranes shall be free of holes, blisters, striations, undispersed raw material, and contamination by foreign matter. 3. The geomembranes shall be supplied in rolls. Each roll shall be labeled with the mil - thickness, length, width, manufacturer, lot number, and a unique roll identification number. This identification number shall be used to identify roll location on the panel layout record drawing. C. Extrudate: Resin used in the extrudate rod shall be the same as that used to manufacture the geomembrane sheets. Extrudate rods are to be delivered in original containers with the manufacturer's labeling. Extrudate rods shall be free of dirt, grease, moisture, other contaminants, and shall be free of damage. 2.02 EQUIPMENT A. Extruding equipment shall be equipped with a temperature gauge at the barrel and nozzle. B. Fusion equipment shall be equipped with a temperature gauge capable of continuous monitoring. C. Provide digital or dial continuous temperature recording instruments, in satisfactory working condition, with each welding unit. Welding equipment shall not be operated without functioning temperature recording instruments. D. A coupon cutter and a calibrated tensiometer shall be provided for in field seaming prequalification testing and destructive sample testing. • E. Store, transport, and operate all equipment to avoid damage to geomembranes. 02770 -3 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification PART 3 EXECUTION 40 3.01 SUBGRADE INSPECTION A. Installer shall certify in writing that the surface upon which the geomembrane is to be installed is acceptable (use the form at end of this Section or Installer's equivalent). B. After subsurface has been accepted by Installer, it shall be Installer's responsibility to indicate to Contractor any change in subsurface conditions that may require repair work. Damage to subsurface caused by work involved in installing geomembrane shall be repaired at Contractor's expense. Geomembrane cover placement over unsuitable surfaces will not be permitted. 3.02 HANDLING, TRANSPORTATION, AND STORAGE A. Geomembrane rolls shall be labeled and contain two lifting straps prior to transporting to the site. B. Geomembrane transportation shall be in a manner that reduces the possibility of material damage during shipment. C. On -site storage of the geomembrane rolls shall be in a safe manner in accordance with manufacturer's recommendation, with rolls protected from grease, dirt, moisture, excessive heat, direct sunlight, vehicle traffic, and other possible sources of damage including theft and vandalism. Continuously and uniformly support rolls on a smooth level prepared surface, stack no more than 3 rolls high. Storage areas shall be at the Contractor's discretion unless otherwise specified by NSPM's Representative. • D. Geomembrane and appurtenant materials delivered to the site shall be checked for proper labeling and visually inspected for transport or manufacturing damage. NSPM's Representative reserves the right to reject any unacceptable material at no cost to Owner. E. Geomembrane unloading, transporting, handling, storage, and deployment shall be in accordance with manufacturer's recommendations. Approved transporting methods include use of lifting straps at locations as placed by manufacturer during loading, use of a solid core steel stinger bar, or use of a spreader bar with chains or straps connected to the ends of a solid core bar. Owner reserves the right to reject any unacceptable material or damaged material due to improper handling techniques at no cost to Owner. F. Geomembrane rolls shall be transported from the storage area to the construction area using wide lifting straps and properly sized forklifts, front end loaders, or other appropriate equipment as discussed above. Under no circumstances shall any heavy equipment be allowed directly on the geomembranes. Prior to placement, the geomembranes shall be visually inspected for damage and manufacturing defects. Geomembrane material which, in the opinion of Owner or NSPM's Representative, is damaged or otherwise unsuitable shall not be used for the project. Minor damage may be repaired as specified in Article 3.08 of this Section. Damage to geomembranes caused by Installer during handling shall be repaired or replaced at Contractor's expense. 3.03 PANEL LAYOUT AND PLACEMENT A. Panel and Seam Layout Diagram: 1. Prepare panel and seam layout diagram so that panel seams run parallel to the direction of maximum dupe. 2. Run panels lengthwise through leachate collection trenches so that there are no seams in the trenches except where the trench is longer than a full roll length. 02770 -4 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 3. Textured slope panels, where required, shall extend past grade -break lines as shown on the Drawings. 4. Slope panels shall not be constructed from more than two pieces of geomembrane (i.e., not more than one cross -seam shall be permitted on slope panels). 5. Cross seams in slope panels shall be oriented at 45 ° . 6. Cross seams in adjacent panels shall be staggered. 7. Panels shall be seamed in a rain -lap fashion. 8. Assign identification number to each seam for reference to test results and record Drawings. B. Panel Placement: 1. Panel size and placement shall be in general accordance with the panel layout diagram. Place geomembrane of the type (smooth or textured) and mil- thickness, and at the locations and to the dimensions as shown on the Drawings. 2. Do not slide textured geomembrane across filter fabric surfaces. If textured geomembrane is not placed as desired or required, reroll the geomembrane panel, reposition, and redeploy the panel. 3. If textured geomembrane is slid across filter fabric and results in a disruption of the fiber network on the surface of the fabric such that adherence of the textured geomembrane to the body of the filter fabric is reduced, or results in the filter fabric peeling away from an underlying synthetic drainage net, the filter fabric and drainage net shall be replace at Contractor's expense. 4. Panels shall be anchored with sand bags or other approved methods to prevent uplift and damage by wind. 5. The roll identification number and a unique panel number shall be marked on each panel as the panel is placed. The roll and panel numbers shall appear on the Record Drawings. 6. Place panels with appropriate slack incorporated into geomembrane to accommodate expansion and contraction without jeopardizing the integrity of the geomembrane. 7. Smoking during placement of panels is prohibited. Wearing damaging shoes or engaging in any behavior which may damage the geomembrane is prohibited. C. All geomembrane panels shall be seamed on the same day that they are deployed. D. NSPM's Representative and Contractor will visually inspect in place panels prior to seaming. Any damaged panels shall be repaired, and if requested by Owner or NSPM's Representative, replaced, at no additional cost to Owner. Repairs shall be made in accordance with Article 3.08 of this Section. All damages and repairs shall be recorded on the Record Drawings. 3.04 SEAMING A. Seaming Methods: All seams shall be joined using a heat extrusion or hot fusion (split wedge) weld process in accordance with the manufacturer's recommendations. The Installer shall maintain in working order at the site at least one spare seaming apparatus for each type of welder used. The use of extrusion welded seams shall be limited to repairs and any areas or seam configuration inaccessible to fusion welding equipment. B. Factory and field seams shall meet the seam strength and related property requirements as stated in GRI Test Method GM 19 , "Seam Strength and Related Properties of Thermally Bonded Polyolefm Geomembranes" C. Seam Configuration and Preparation: 1. Overlap panels to be seamed at least 3 inches but not more than 6 inches. The loose end of the upper panel shall extend no more than 3 inches from the weld. 2. Cross seams on slopes shall be made at a 45 degree angle to the edge of the panel. 3. The contact area between panels shall be clean and free of moisture, dust, dirt, debris, and foreign material. A protective layer of filter fabric or scrap geomembrane shall be used directly beneath each • seam overlap to achieve proper support and a clean work surface, if necessary. 4. Where extrusion welding is used, the contact surfaces between panels shall be ground to remove oxidation prior to welding. Grinding shall not result in grooving of the liner nor reduction of the liner 02770 -5 P: \Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification thickness by more than 10 percent. The grinding motion shall be made perpendicular to the seam. Grinding in a direction parallel to the seam will not be permitted. 5. Seams shall be aligned to minimize the number and size of wrinkles. D. Test Seam Specimen Preparation: 1. At least two test seam samples shall be prepared with each piece of seaming equipment at the beginning of each seaming period (usually morning and afternoon), unless otherwise directed by Owner or NSPM's Representative. Samples shall be prepared by the corresponding operator. Samples shall be at least 6 feet long (in the direction of the seam) by at least 1 foot wide, and may be prepared from scrap pieces of geomembrane. 2. Six 1 -inch wide specimens (coupons) from each test seam sample shall be prepared for on -site field testing for shear and peel strength. Coupons shall be prepared using a sheet cutter so that consistent, uniform 1 -inch wide coupons are obtained. Three 12 -inch long specimens shall be prepared for retention by Owner, NSPM's Representative, and Installer. 3. Each specimen shall be labeled with an equipment and operator identification number, date, ambient air temperature, operating temperature, speed of seaming equipment, and field test results. 4. Seaming equipment shall not be used until satisfactory test seams have been prepared. E. Climatic Conditions for Seaming: 1. Seaming shall be performed only when panel temperatures are between 40 ° F and 135 unless otherwise approved by Geomembrane Manufacturer. If seaming is permitted to be performed at panel temperatures below 40 ° F, the panel contact surface shall be preheated and Installer shall certify in writing that the low- temperature seaming procedures will not cause any short- or long -term damage to the geomembrane. 2. Seaming during rainy weather or when dew is present on panels will not be permitted. 3. Contractor shall provide any special lighting required for seaming during low -light or dark hours. Installer shall leave slack in geomembrane as necessary to account for thermal expansion or contraction of geomembrane. Stress on panels due to thermal expansion and contraction shall be minimized by performing field seaming operations during the coolest parts of the day or night, if necessary. Special scheduling or extended hours of operation require approval by NSPM' s Representative. F. All welding shall provide a tight, leakproof, homogeneous bond between panels. All seams shall extend to ends of panels. G. Welding equipment shall be continuously monitored to control the temperature of extrudate and wedge. 3.05 SEAMING PREQUALIFICATION TESTING A. Seaming prequalification coupons (prepared per Paragraph 3.04D of this Section) shall be tested for shear and peel strength with the on -site tensiometer prior to starting production seaming. Three coupons shall be tested in shear and three in peel. All coupons shall exhibit the required strength at yield or break, and failure mechanism (FTB) as set forth in Paragraph 3.04B of this Section. If any of the coupons fail, another test seam shall be prepared and coupons cut and tested. If any of the second set of coupons fail, the reason for the failure shall be identified and corrected prior to preparing another test seam. No production seaming shall be performed with any seaming equipment or by any operator without a passed seaming prequalification test witnessed by Owner or NSPM's Representative. 3.06 NONDESTRUCTIVE TESTING OF PRODUCTION SEAMS A. Visual Inspection: A visual inspection of all seams shall be performed. This inspection shall look for obvious flaws in seaming, patches, penetration sealing, material defects, or other problems. Deviations from acceptable workmanship standards shall be noted and corrected. • B. Pressure Testing (Split -Wedge System): Where a split -wedge fusion seaming system is employed, the 02770 -6 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification continuity of the seam shall be tested with air pressure in accordance with the following procedure. Installer shall provide all equipment and personnel to conduct the testing specified herein. The flow channel must not be obstructed by foreign objects or geomembrane material throughout the length of seam being tested. The vacuum test described in Paragraph 3.06C of this Section must be employed for testing of all seams that do not have a contiguous flow channel. 1. A test device consisting of an inflation needle and pressure gauge mounted on a "T" fitting shall be used for air pressure testing. Insert the needle into the flow channel and seal the end of the channel around the needle. Connect a pump (such as a small bicycle pump) to the test device. 2. Ascertain that the flow channel is contiguous by leaving the other end of the channel open and pumping air through the channel. If air does not pass through the channel the test length must be shortened until a contiguous length of flow channel is found. 3. Seal and clamp both ends of the flow channel to assure an airtight seal. Inflate the flow channel to 25 to 30 psig. Allow one minute for the seam to stabilize. 4. Reinflate to 25 to 30 psig and test for a period of five minutes. 5. At the end of the test period, if the pressure has not dropped more than 2 psi, the test shall be considered a pass and the following procedure will be implemented: a. Remove the test device and clamps. b. Make any repairs, if necessary, to the area where the flow channel was clamped or inflated. c. Record the test results, mark the seam as a pass, and proceed to the next seam. 6. If the pressure drops below the 2 psi allowance, the test shall be considered a failure and the following procedure shall be implemented to identify the failure: a. Check to determine if there is excessive seepage around the inflation needle. b. Check both ends of the seam to ensure the flow channel is completely sealed off. c. Walk the length of the seam; look and listen for air leaks. d. If either of these procedures fail to identify the leak, trim the seam overlap and vacuum test the seam to locate the leak. e. Once the leak is identified, make the necessary repairs and retest the seam. • C. Vacuum Testing: Vacuum testing shall be used to test the continuity of extrusion welded and mechanical seams. Installer shall provide all equipment and personnel to conduct the testing specified herein. The following procedure shall be followed: 1. Wet seam to be tested with a soapy solution mixed at a ratio of 1 -ounce soap to 1- gallon water. 2. Place clear- topped vacuum box over seam to be tested, evacuate box to a vacuum of 3 to 5 inches water column, and tug up to ensure a leaktight seal has developed. 3. Examine the seam for 5 to 10 seconds; watch for soap bubble formation. 4. If bubbles are not evident, move to next test location. 5. If bubbles are present, mark area clearly for repair. 6. If the vacuum testing indicates leakage, the area shall be spot patched; or if major leaks are detected, the entire seam shall be reworked. 3.07 DESTRUCTIVE TESTING OF PRODUCTION SEAMS A. The purpose of destructive testing is to verify that the seaming process has produced seams of acceptable physical integrity. Installer shall provide all equipment and personnel to conduct on -site destructive testing. One seam sample shall be taken at random for each 500 feet of seam. Sample locations shall be designated by Owner or NSPM's Representative. Each sample shall be assigned a unique identification number and the location shall be shown on the panel layout drawing. All holes in the installed geomembrane resulting from obtaining samples shall be repaired immediately. All repairs shall be 100 percent vacuum tested for continuity. B. Each sample shall be approximately 30 inches long by 12 inches wide with the seam centered lengthwise. Samples shall be divided as follows: 1. Ten 1 -inch wide coupons for on -site testing by Installer for shear and peel strength. 2. One 10 -inch wide coupon for independent laboratory testing. • 3. One 10 -inch wide coupon for archival storage. C. Installer shall conduct shear strength and peel adhesion tests on each sample using an on -site tensiometer. 02770 -7 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification The sample shall exhibit film tearing bond (FTB) in both shear and peel and meet the minimum strength requirements set forth in Section 3.04B of this Section. The samples shall be delivered to NSPM's • Representative who will retain them for one year after contract completion. Destructive seam testing shall be performed under the observation of Owner or NSPM's Representative. D. In case of disputes regarding the test results, arrangements will be made to test samples at an independent testing laboratory. Installer shall label the samples with the location and date that they were taken. All laboratory testing expenses shall be paid by Contractor. E. The following procedure will be followed in the event of a destructive seam test failure: 1 Determine the extent of the area in question by fording a boundary of two passed seam samples. Samples shall be taken at least 10 feet away on both sides of the failure location. 2. If both of these new samples pass the destructive field test, then the seam between shall be reconstructed by extrusion welding. 3. If one or both of these new samples fail, then the procedure shall continue until two passed seam samples bound the seam area in question. 4. Reconstruct by extrusion welding the entire seam bounded by two passed seam samples. 5. All unacceptable seams shall be bounded by two passed seam sample locations. F. All testing equipment required for these quality control tests shall be provided by Installer. Any seams failing the quality control tests shall be repaired at Contractor's expense until passing test results are obtained. At all times, care shall be exercised to avoid damaging the geomembrane. 3.08 GEOMEMBRANE PANEL AND SEAM REPAIR A. Pin holes, creases, scratches, and other defects in the geomembrane shall be repaired by either patching: 1. Patches shall be round or oval in shape, made of the same geomembrane material as the panel being repaired, and extend at least 6 inches beyond the edge of the defective area. • 2. Patch seaming shall be performed in accordance with Article 3.04 of this Section. B. Wrinldes in the geomembrane shall be removed or repaired as directed by Owner or NSPM's Representative. 1. Wrinldes shall be repaired by cutting the geomembrane at the top edge of the wrinkle and overlapping the cut panels. 2. The cut panels shall be repaired in accordance with Article 3.04 of this Section. C. Any protuberances in the geomembrane caused by rocks, vegetation, or other foreign matter located on the subgrade below the geomembrane shall be repaired by cutting out the protuberance and patching the hole. D. All repairs shall be tested in accordance with Article 3.06. E. All repair locations shall be identified on Record Drawings. 3.09 APPURTENANCES A. The geomembrane shall be installed around pipes and other appurtenances protruding through or adjacent to the geomembrane. 3.10 ANCHORAGE A. The geomembrane shall be anchored as shown on the Drawings. • 02770 -8 P: \Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 3.11 SUPERVISION OF PROTECTIVE COVER PLACEMENT A. Geomembrane shall be covered as shown on the Drawings as soon as possible after seam testing has been completed and approved by Owner or NSPM's Representative. Testing and covering may be completed in phases to facilitate timely placement of cover materials. Any geomembrane left uncovered overnight shall be visually inspected the following day for damage before cover materials are placed. B. Installer shall provide qualified personnel to direct and supervise placement of drainage materials or protective covers over the geomembranes. Installer shall remain on -site during until cover material placement is complete. C. Tracked equipment traffic shall not be permitted over the geomembrane until a minimum 2 -foot thick layer of material has been placed over the geomembrane. Vehicles with tires shall not be permitted to travel over the geomembrane until a minimum 3 -foot thick cover has been placed. D. Areas of geomembrane damaged during cover placement shall be repaired and tested. The cost of repairing and testing these damaged areas shall be borne by Contractor. 3.12 RESTORATION A. The Contractor shall restore all areas affected by geomembrane- related work to preexisting conditions and to the satisfaction of NSPM's Representative. 3.13 GEOMEMBRANE ACCEPTANCE A. Contractor shall retain all ownership and responsibility for the geomembrane and related work until written acceptance from Owner is received. B. Owner will provide written acceptance after the geomembrane installation and all related work, including cover material placement, has been satisfactorily completed and a written certification letter and Record Drawings reflecting all geomembrane - related work have been provided to Owner. The written certification letter and Record Drawings reflecting all geomembrane - related work shall be submitted in accordance with the general requirements to Owner not more than ten (10) working days after completion of all field seaming. The letter shall state that all geomembrane- related work, including Placement of Cover Soils, was completed in accordance with the Drawings, Specifications, and Manufacturer's Recommendations. C. A 20 -year material and 5 -year workmanship warranty shall be provided by the Contractor. END OF SECTION 02770 • 02770 -9 P:\Projects\ASK\ASK0702 Welter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Certificate of Acceptance of Geomembrane Subgrade Surface by Installer • Installer: Project: Name: Location: Address: Project: Area Accepted: Authorized Representative: NSPM's Representative: Description of Area to Be Certified Certification The undersigned, , certifies that he /she is a representative of (Company) duly authorized to execute this certificate, that he /she visually inspected the subgrade surface described above on and found the surface to be acceptable for installation of the geomembrane. (Date) This certification is based on observations of the surface of the subgrade only. No subsurface inspections or tests have been performed and makes no representations (Company) or warranties regarding conditions which may exist below the surface of the subgrade. Date: Signature: Name: Title: Certificate Received by Certificate Received by Contractor: NSPM's Representative: Date: Date: Company: Company: Signature: Signature: Name: Name: Title: Title: • 02770 -11 P:\Projects\ASK\ASK0702 Moeller Pmt Appl\2008 Exp \Fog Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification • SECTION 02771 GEOSYNTHETIC CLAY LINER (GCL) PART 1 GENERAL 1.01 SECTION INCLUDES A. Furnishing and installing geosynthetic clay liner (GCL). 1.02 BASIS FOR COMPENSATION A. Compensation for all Work covered under this Section of these Specifications will be included under the lump sum Contract Price bid. 1.03 SUBMITTALS A. GCL: Submit for documentation the following information for GCL to be used for this project. 1. Test methods and results defining physical properties as specified herein, of the GCL to be used for this project. Test results shall be representative of each roll of GCL furnished for this project (e.g., a test sample taken between two consecutive rolls from a continuous run will be considered representative of both rolls). Test results shall be reported with corresponding roll identification numbers. 2. Statement of the GCL manufacturer's quality control procedures and frequency of sampling. • B. GCL Installation: Submit for review the following information regarding the GCL installation: 1. A proposed panel and seam layout diagram. The layout diagram shall be to scale and used as a construction plan and shall include all necessary dimensions and details. The layout diagram shall be compatible with the panel and seam layout requirements specified in Article 3.04 of this Section. 2. An installation schedule. 3. A list of personnel performing field supervision and quality control, along with experience records and resumes. 4. A list of equipment types proposed to be used in panel deployment and accessory bentonite application. C. Submit for documentation, prior to the installation of any GCL, Installer's certification in writing that the surface upon which the GCL is to be installed is acceptable (use the form at end of this Section or Installer's equivalent). D. Submit for documentation the installer's proposed material handling, unloading, deployment, transporting, and storage techniques, and certification in writing that these techniques meet the Geomembrane Manufacture's recommendations. E. Submit for documentation a material and workmanship warranty prior to substantial completion in accordance with Section 3.07. 1.04 GCL MANUFACTURERS A. The GCL manufacturer shall have a minimum of 5 years of continuous experience in the manufacture of GCL products. • B. The GCL manufacturer shall have a record of at least 10 million square feet of installed GCL products. 02771 -1 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 1.05 GCL INSTALLERS 111) A. The GCL installer (hereafter referred to as Installer) shall have at least 3 years continuous experience in the installation of GCL's and an installation record totaling at least 1 million square feet, or provide satisfactory evidence to Owner and Engineer, through similar experience in the installation of other types of geosynthetics that the GCL will be installed in a competent, professional manner. B. GCL installation shall be performed under the direct supervision of a single field supervisor who shall remain on -site throughout installation, including inspection of the surface upon which the GCL is to be installed, GCL handling and storage, panel layout and placement, accessory bentonite application, panel repair, installation of appurtenances, and other GCL - related work. The field supervisor shall have complete supervisory responsibility for the installation, repair, and quality control, and have a personal GCL installation record totaling at least 500,000 square feet. C. The GCL installer is subject to approval by Owner prior to mobilization for GCL installation. Owner has the right to reject any GCL installer, and request that Contractor select an alternate. 1.06 PREINSTALLATION CONFERENCE A. Contractor and Installer shall attend a meeting at the site prior to installation of the GCL to discuss details of the proposed design and installation. 1.07 MANUFACTURER REPRESENTATIVE A. During start-up of the GCL installation, an agent or representative of the manufacturer shall provide on -site assistance and instruction to the Contractor and Engineer regarding product installation. PART 2 PRODUCTS • 2.01 GEOSYNTHETIC CLAY LINER (GCL) A. The GCL shall be and manufactured from polypropylene geotextiles and natural sodium bentonite. B. All GCL shall be reinforced for internal shear resistance and durability during installation. C. The GCL on the cell base shall have at least one side non -woven geotextile, that side facing down when installed. The GCL on the cell sideslopes shall have both sides non - woven. D. No disassociation of geotextile components from the bentonite core shall occur. A sample of the GCL placed in 70EF tap water for one hour shall not delaminate. E. Rolls shall be a minimum of 12 feet wide and 80 feet long. A 6 -inch lap line and a 9 -inch match line shall be printed or marked in the field on both edges of the upper geotextile of the GCL (as installed) to assist in overlap quality control. F. Each roll shall be marked with the following information: 1. Manufacturer's name and brand name. 2. Lot and roll number. 3. Roll length and width. 4. Total roll weight. G. All rolls shall be and bagged in packaging that is resistant to photodegradation by ultraviolet light. H. GCL Properties: • 1. Bentonite Mass /Area: minimum of 0.75 -pound bentonite per square foot GCL panel area at 0 percent 02771 -2 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification . moisture content (ASTM D5993). 2. GCL Panel and Seam Permeability: < 5 x 10 " cm/s (ASTM D5887). 3. Hydrated Internal Shear Resistance: For reinforced GCL, > 500 psf at 200 psf normal load. For un- reinforced GCL, > 50 psf at 200 psf normal load (ASTM D 5321). 4. Non -woven Geotextile Weight: > 6 oz. /sq. yd. 5. Woven Geotextile Weight: > 3 oz. /sq. yd. I. Approved GCL Products: Base Area: Bentomat ST, or approved equal Slope Area: Bentomat DN, or approved equal 2.02 ACCESSORY BENTONITE A. Accessory bentonite used to augment seam overlaps, penetrations, and panel edges at structures shall be powdered or granulated bentonite of the same type used in the manufacture of the GCL. PART 3 EXECUTION 3.01 SUBGRADE INSPECTION A. The subgrade shall be prepared and compacted in accordance with Section 02220. Debris, roots, solid mineral particles larger than 1/2 -inch diameter, and other material which may damage the GCL shall be removed. Prior to the deployment of the GCL, the subgrade shall be fmal- graded to fill any voids or cracks and rolled to provide a smooth surface for the installation of the GCL. B. Installer shall certify in writing that the surface upon which the GCL is to be installed is acceptable (complete form contained at end of this Section). 3.02 SUBGRADE MAINTENANCE A. After subgrade has been accepted by Installer, it shall be Installer's responsibility to indicate to Contractor any change in subgrade condition that may require repair work. Special care shall be taken to maintain prepared GCL subgrade. Daily observations shall ascertain effects of precipitation and desiccation upon integrity of subgrade. Damage to subgrade caused by precipitation and desiccation shall be repaired at Contractor's expense. B. Subgrade shall be smooth and firm at time of GCL deployment. All depressions, ridges, and other irregularities shall be raked smooth. Imprints and ridges resulting from foot and vehicle traffic shall be raked smooth. C. Particular attention shall be paid to subgrade condition at the panel edges. Panel edges shall lay flat against the subgrade with no puckering, creasing, or curling. 3.03 HANDLING, TRANSPORTATION, AND STORAGE A. Rolls shall be stored on a flat, dry surface. GCL stored on site shall be covered with tarps to prevent damage to GCL from precipitation and protect the integrity of the packaging. B. Rolls shall be handled using a solid steel bar inserted through the core and slings or chains attached to the ends of the bar. The core bar shall be suspended from a spreader bar so that the edges of the liner are not damaged by the suspending straps or chains. The steel bar shall be of sufficient strength so as to allow minimal bending of the bar or roll of GCL. GCL may also be handled using a solid steel stinger bar on a telescopic forklift. Proposed handling methods other than those discussed here shall not be used unless • approved by GCL manufacturer in writing and approved by Owner or NSPM's Representative. C. Rolls shall be handled, transported, and stored in accordance with ASTM D5888. 02771 -3 P:\Projects\ASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification D. GCL rolls shall be packaged and labeled prior to transporting to the site. GCL rolls delivered to the site • shall be wrapped in an impermeable and opaque protective cover. E. GCL transportation shall be in a manner that reduces the possibility of material damage during shipment. F. On -site storage of the GCL rolls shall be in a safe manner, with rolls protected from grease, dirt, moisture, excessive heat, direct sunlight, vehicle traffic, and other possible sources of damage including theft and vandalism. GCL may be stored directly on the ground surface, provided the bottom of the rolls are protected from moisture and the storage area is elevated, smooth, and provides support of the full length of the rolls. GCL rolls shall not be stacked more than 3 rolls high. Storage areas shall be at the location shown on the Drawings or as determined at the time of delivery by the Contractor and the NSPM's Representative. Storage areas and methods are subject to Owner's approval. G. GCL and appurtenant materials delivered to the site shall be checked for proper labeling and visually inspected for transport or manufacturing damage. NSPM's Representative reserves the right to reject any unacceptable material at no cost to Owner. H. Only that quantity of GCL that is to be placed on a particular day shall be removed from the packaging. Under no circumstances shall any heavy equipment be allowed directly on the GCL. Prior to placement, the GCL shall be visually inspected for damage and manufacturing defects. GCL material which, in the opinion of Owner or NSPM's Representative, is damaged or otherwise unsuitable shall not be used for the project. 3.04 INSTALLATION A. Work on the top slope shall be undertaken before work on the side slopes to permit drainage in the event of rainfall. Panel edges shall be perpendicular to the toe of the slope. B. Panels shall be placed with the nonwoven side against the subgrade and the woven side oriented upwards. C. Panel overlap areas shall be clean and panel edges shall be pulled tight to maximize contact and to smooth out any wrinkles, creases and curls. D. Panel overlaps shall be in direct and continuous contact with no puckering, creasing, or curling. Edge overlaps shall be a minimum of 6 inches. A proper edge seam shall cover the 6 -inch lap line and leave the 9 -inch match line exposed. End overlaps shall be a minimum of 2 feet and in a rainlap orientation. E. Panel overlaps shall be augmented with granular bentonite to ensure seam integrity, unless indicated in writing by product manufacturer that GCL placement without augmenting seams will in no way diminish the performance of the overall barrier layer system. Granular bentonite shall be dispersed evenly, using calibrated mechanical dispensing equipment, from the panel edge to the lap line at a minimum rate of 1/4 pound per lineal foot continuously along all seams or overlap areas. Accessory bentonite shall be of the same type as used in manufacture of the GCL. F. The Contractor shall only work on an area that can be completed in one working day. Completion is defined as the full installation and anchoring of the bentonite panel and installation (including seaming) of the overlying geomembrane. G. GCL panels which become hydrated prior to installation and seaming of the overlying geomembrane and placement of the first 12 inches of cover soil shall be removed and replaced at Contractor's expense. H. For penetrations or structures which the GCL will contact, the GCL shall be brought up to the appurtenance and trimmed to fit. Installer shall then hand apply a pure bead of bentonite, or compact a mixture of one • part bentonite to four parts soil (by volume), to fill the area between the GCL and the structure, both below and above the GCL. 02771 -4 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification • 3.05 FIELD REPAIRS A. Rips or tears in the GCL shall be either repaired or replaced, at the sole discretion of NSPM's Representative or Engineer. B. Repairs shall be completed by exposing the affected area, removing all foreign objects or soil, and by then placing a patch over the damage, with a minimum overlap of 12 inches on all edges. Accessory bentonite shall be placed between the patch and the repaired material at a rate of 1/2 pound per lineal foot of edge, spread in a 6 -inch width. C. GCL patches or panel edges which may be subject to displacement during installation of the overlying geomembrane or cover soil shall be secured to the main panel using adhesives or by methods recommended by the GCL manufacturer or approved by the Engineer. Adhesives shall be applied only to the outer edge of overlap and shall not interfere with the placement or function of accessory bentonite used for seam augmentation. 3.06 PROTECTION AFTER INSTALLATION A. Prevent movement of GCL after installation by sandbagging or other approved methods. B. The GCL shall be kept clean and free of soil, debris, and foreign material until covered by the geomembrane. The geomembrane shall be installed in direct contact with the GCL. C. No vehicle traffic will be permitted directly on the GCL, unless approved in writing by GCL manufacture. Only soft - soled/rubber -soled boots and shoes shall be worn on the GCL. Tracked vehicles and trucks with low- pressure tires will be permitted to travel on a minimum of 12 -inch thickness of cover soil over the S GCL. Vehicles with high - pressure tires will be permitted to travel on a minimum of 2 -foot thickness of cover soil over the GCL. D. GCL Installer shall coordinate with Contractor and geomembrane installer regarding deployment, seaming, and testing of geomembrane and placement of cover soils over GCL such that geomembrane installation and cover soil placement occurs expeditiously and without damage to the GCL. E. Geomembrane deployment and positioning shall be done such that no disruption of the GCL occurs, particularly at the overlapped seams. 3.07 WARRANTY A 20 -year material and 5 -year workmanship warranty shall be provided by the Contractor. END OF SECTION 02771 • 02771 -5 P:\Projects\ASK\ASK0702 Moeller Pmt App1\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 02830 • FENCING PART 1 GENERAL 1.01 SECTION INCLUDES A. Furnishing and installing chain link fencing. 1.02 BASIS FOR COMPENSATION A. Compensation for all Work and materials covered under this Section of these Specifications will be in accordance with the provisions set forth in Section 01025, Measurement and Payment. 1.03 SUBMITTALS A. Submit for approval shop drawings from fence installer prior to installation. PART 2 PRODUCTS 2.01 CHAIN LINK FENCE A. Posts and Rails: Schedule 40 rolled steel, galvanized in accordance with ASTM A 123: 1. Line posts: 2 1/2 -inch O.D. 2. Corner and Pull Posts: 3 -inch O.D. 3. Gate Posts: 4 -inch O.D. • 4. Rails: 1 -5/8 -inch O.D. B. Fence: 6 -foot high chain link, 1 -inch mesh, 11- gauge, galvanized in accordance with ASTM a 392. C. Gates: 1. Frames: 2 -inch O.D. Schedule 40 pipe welded at each corner. 2. Fence: 6 -foot high chain link, 1 -inch mesh, 11- gauge, galvanized in accordance with ASTM a 392. 3. Latches: Double latch with center plunge rod, semi - automatic outer catches, and provisions for padlocking. 4. Hardware and Fittings: Good quality steel or iron galvanized per ASTM A 123. D. Fasteners: 9 -gauge galvanized wire ties. PART 3 EXECUTION 3.01 PREPARATION A. Grade ground surface along fence alignment smooth and even so that fence may be installed close to the ground surface without gaps between fence and ground. 3.02 INSTALLATION A. Install chain link fencing at the locations and to the dimensions shown on the Drawings. B. Installing Posts: • 1. Install fence posts in the locations and to the alignments shown on the Drawings. 02830 -1 P:\ProjectsASK\ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 411 2. Set corner and gate posts first, then pull a guide wire between them to establish a straight line for locating line posts. 3. Set posts at maximum 8 -foot spacing. 4. Construct corner and gate post assemblies as shown on the Drawings. 5. Drive line posts to a uniform 3 -foot depth. 6. Set corner posts to a uniform 3 -foot depth in 3.5 -foot deep by 12 -inch diameter concrete foundations. 7. Set gate posts to a uniform 4.5 -foot depth in 5 -foot deep by 12 -inch diameter concrete foundations. 8. Concrete used for fence post anchorage shall conform with Section 03300 of this specification. C. Installing Fence to Posts: 1. Connect fence to line posts every 12 inches, every 15 inches for top rails and every 24 inches for bottom tension wires or bottom rails. 2. Connect fence to corner posts with tension bars connected to the post every 12 inches with steel bands with bolts and nuts. 3. Top and bottom selvage shall be of twisted and barb finish. The bottom edge of the fabric shall reach within two inches of grade. D. Gates: 1. Construct gate opening at the locations and to the dimensions shown on the Drawings. 2. Construct gates level and plumb to be free - swinging and stable at any position. END OF SECTION 02830 • • 02830 -2 P:\Projects\ASK\ASK0702 Moelter Pmt Appl\2008 Exp\Eng Rpt \techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification SECTION 02930 • TURF ESTABLISHMENT PART 1 GENERAL 1.01 SECTION INCLUDES A. Establishing vegetation on all topsoiled areas of the site. 1.02 BASIS FOR COMPENSATION A. Compensation for all Work and materials covered under this Section of these Specifications will be included under the lump sum Contract Price bid. 1.03 REFERENCES A. Minnesota Department of Transportation Standard Specifications for Construction, 2000 Edition, hereafter referred to as Mn/DOT Standard Specifications. 1.04 SUBMITTALS A. Submit for documentation results and fertilizer recommendations of laboratory testing of topsoil. B. Submit for documentation seed mix certifications. PART 2 PRODUCTS • 2.01 MATERIALS A. Seed: In accordance with Mn/DOT Standard Specification 3876, mix 50B B. Fertilizer: In accordance with Mn/DOT Standard Specification 3881, at the rate and mixture recommended based upon laboratory analysis of topsoil. C. Mulch: Type I in accordance with Mn/DOT Standard Specification 3882. PART 3 EXECUTION 3.01 SCHEDULE A. The Contractor shall coordinate the turf establishment work with the topsoiling and finishing operations, so as to reduce to a minimum the lag time between the initial and final phases of the combined work and establish turf protection as soon as possible after the graded areas have been topsoiled or fmish graded. 3.02 TURF ESTABLISHMENT A. Place topsoil as specified in Section 02220 to the dimensions and in locations as indicated on the Drawings. B. Establish turf on all disturbed and topsoiled areas, excluding any mined area. Turf establishment includes: 1. Soil preparation ( Mn/DOT Standard Specification 2575.3B). 2. Fertilizing ( Mn/DOT 2575.3C). • 3. Sowing seed ( Mn/DOT 2575.3D3). 4. Seedbed firming (Mn/DOT 2575.3E). 02930 -1 P:\ Projects ASK \ASK0702 Moeller Pmt App1\2008 Exp\Eng Rpt\techspecs.doc June 2008 Northern States Power Company A.S. King Ash Disposal Facility a Minnesota corporation 2008 Permit Modification 5. Applying mulch ( Mn/DOT 2575.3F1). 6. Disk anchoring (Mn/DOT 2575.3H). C. Sow the appropriate seed mixture, including additional seed which may be required as a nurse crop for dormant seeding depending upon the sowing date as specified by Mn/DOT 2575 -2. 3.03 EROSION CONTROL BLANKET A. Install erosion control blanket as specified in Section 02270 and where shown on the Drawings. Install and anchor erosion control blanket in accordance with manufacturer's recommendations. 3.04 WATERING A. Watering shall be performed at the discretion of the Contractor, at the rate and frequency as may be necessary to initiate and sustain seed germination. Watering shall be performed by and at the expense of the Contractor until the work is accepted by NSPM. 3.05 MAINTENANCE A. Rework/replace topsoil where original topsoil has eroded or washed away as directed by NSPM or Engineer. B. Remulch any areas on which the original mulch has eroded, washed away, or blown off, as directed by NSPM or Engineer. C. Reseed any areas on which the original seed has failed to grow, using the specified seed mixture, as directed by NSPM or Engineer. • D. Perform all necessary maintenance, replacement and repair work until acceptance of the Work by NSPM. The expense of maintenance, replacement, and repair shall be borne by Contractor. Acceptance of work by NSPM will occur in the spring of the year following performance of turf establishment when it is evident that seed has germinated. END OF SECTION 02930 • 02930 -2 P \Projects \ ASK \ASK0702 Moelter Pmt App1\2008 Exp\Eng Rpt\techspecs.doc June 2008