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Home My WebLink AboutIowa Deprtment of Natural Resources - Deer Creek Development - 5.15.2006 STATE OF IOWA DEPARTMENT OF NATURAL RESOURCES HENRY A.WALLACE BUILDING DES MOINES,IOWA 50319 CONSTRUCTION PERMIT Deer Creek Development,LLC PERMIT NO.:2006-0564-S Attn: Mr.Harold Youngblut FILE: Waterloo -Sewage 643 Griffith Road RE: Deer Creek Waterloo,IA 50701 PROJECT NO: S2006-0608 In accordance with the provisions of Section 455B.173.3 and 455B.174.4, Code of Iowa, and Rule 567--64.2(455B) or Rule 567--65.6(455B), or Rule 567--43.3(455B) of the Iowa Administrative Code, the Director of the Department of Natural Resources does hereby issue a permit for the construction of: 3108 linear feet of 8-inch and 325 linear feet of 12-inch sanitary sewer,manholes,and all related appurtenances necessary to complete the project in accordance with the approved plans and specifications. The construction of the project shall be initiated within one year of issuance of this permit or this permit is no longer valid. Within thirty days after completion of construction, the permit holder shall submit a certification by a licensed professional engineer that the project was completed in accordance with the approved project documents. No construction activities shall be initiated unless an Iowa NPDES General Permit No. 2 for"Storm water associated with construction activities" is obtained from the department if the site disturbance and preparation equals to or exceeds one(1)acre." The issuance of this permit in no way relieves the permittee of the responsibility for complying with any other local, state,and federal laws, ordinances,regulations or other requirements applicable to this facility. Pursuant to Section 455B.174.4, Code of Iowa, you have the right to appeal any condition of this permit by filing with the Director of the Department of Natural Resources a notice of appeal and request for administrative hearing within thirty days of receipt of this permit. Contact Satya Chennupati,P.E.at 515-281-8995 with any questions or comments. FOR THE DEPARTMENT OF NATURAL RESOURCES JEFFREY R.VONK,DIRECTOR By NVIR NMENTAL SERVICES DIVISION Date: June 19,2006 cc: IDNR Field Office#I IDNR Sewage File 6-07-90-0-01 Schenk Engineering Company City of Waterloo-City Clerk Plan Distribution [1] Applicant; [1] Engineer; [] City of ; [] DNR File; [] Field Office Koffi Gangba Iowa Department of Natural Resources && s-�S"vim Wastewater Section Q� Construction Permit Application SEWAGE TREATMENT AGREEMENT INSTRUCTIONS This agreement must be executed for all projects where construction and sewage treatment will be provided by different parties; i.e., a private subdivision connecting to a municipal system. This agreement must be executed by the parties who are owners at the time the permit is issued, regardless of whether title to the proposed construction project will be transferred after completion of the project. This agreement is not necessary when a contract for sewage treatment already exists; i.e., service contracts between municipalities. However, the Department of Natural Resources must be informed in writing that the contractual agreement does exist. APPLICANT ENGINEER OWNER FIRM 01-eek- Deve e-,�i-, 4�� S0her�� Er�in��r�r� �'orn�cns/ ADDRESS �ri'��/�1j �oQ� ADDRESS �roo/�eridg� �riv2 REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE faro/al YO a,-2 jb/u f 3�1-Zto9-��l 'Z'�"uce PROJECT IDENTIFICATION OWNER AND SYSTEM RECEIVING WASTES 1- &)a f e r/oma CERTIFICATE I am the authorized representative of the owner identified above and state that the proposed sanitary sewerage facilities shall be constructed in accordance with the plans and specifications and all wastes contributed by this project shall be discharged to the u-eatment system identified above. SIGNATURE TITLE DATE �aL'A Lbltt-V4 L'Lt /q]6 1 112 AGREEMENT TO PROVIDE SEWAGE TREATMENT 1 am the authorized representative of the owner of the system identified above and state that the connection of the proposed sanitary sewerage facilities identified above is approved by the owner, and that the owner accepts responsibility for providing adequate treatment of all wastes contributed by this project, in accordance with the provisions of Chapter 455B,Code of Iowa, and the rules of the Department of Natural Resources. This agreement shall not be construed in any way to affect any local ordinances, sewer service agreements, or fee systems entered into between the parties. SIGNATURE TYPED OR PRINTED NAME ��' ��4' " �► TITLE PHONE NUMBER DATE DNR form 29 (Nov 0 542-3219 Iowa Department ot'Natural Resources Wastewater Section Construction Permit Application SCHEDULE A,General Information APPLICANT ENGINEER OWNER FIRM —DcCr LLG \-DDRESS UZI-& ADDRESS o?/(p y–nv/c�ri cJc� ljri Ne REPRESENTATIVE TELEPHONE PROJECT OFFICER TELEPHONE 3/q-2&9-40611 3I-a 3a -7,180 PROJECT IDENTIFICATION ESTIMATED START DATE " ESTIMATED COMPLETION D.-\"I'E �7eer C'ree,e- ,4 r,'� ;2 Ju/y �oo� PLEASE RESPOND TO ALL QUESTIONS YES NO 1 Has alt engineerirn report, facilities Plan or other information previously been submitted for this ro'cct? ❑ It'Yes=> PROJECT IDENTITY DATE SUBMITTED :. Does the project and construction permit application,as submitted, follow the reconunendations, design loadings,construction schedule,permit limits,and conclusions of the approved engineering report or facilities plan? ❑ ❑ If No=> Provide the design basis and technical informationjustifying all changes. 3 :ire there three complete sets of plans and specifications accompanying this application'? ❑ For a minor gravity sewer extension within the meaning of 455B.183.3 Code of Iowa and Design Standard 1 1.1,two complete sets will be adequate for expeditious approval. For more complex projects, three sets of plans and specifications may be requested. _ 4. Are approved standardspecifications a part of this application? If Yes=> APPROVED STANDARD SPECIFICATIONS OF DATE APPROVED (municipality or firm 00 5. Dues each set of plans and specifications or engineering report accompanyutg this application contain a "professional engineering seal"executed in conformance with 542B.16,Code of Iowa? ❑ If N o-->Processing will be delayed pending receipt of applicable design schedules and certified plans, specifications or engineering report. 6. is this a joint wastewater and water supply project'? ❑ If Yes—A construction premit application for the water supply project should be submitted separately to the Water Supply Section.,A water supply permit fee may be required. 7. Is the applicant to provide treatment of effluent resulting from this construction'? ❑ If No-->A Sewage Treatment Agreement(DNR Form 29)executed by the authority providing treatment must accompany this application. 8 Is a new or amended operation permit necessary to use the facilities described in this application? ❑ If Yes=>A new or amended permit to oper`tiie may be requested prior to the receipt of a construction pen-nit. 9. Is any waterline located within 10 feet;or any private or public well, lake,or public recreation area located within 400 feet of the proposed construction? ❑ If Yes=>Identify and locate the facility(s)relative to the proposed construction. 10. Will construction ins ection be conducted by a licensed engineer employed by theapplicant? � El N0--> NAME OF ENGWEERITICi FIRM CONDUCt'1NG INSPECTION eEnq 1 e Co CERTIFICATION APPLICANT ENGINEER I certify that I am the authorized representative of the owner and I certify that all aspects of design included in this application state that the project identified above is approved by the owner. conform to applicable standards contained in Chapter 567 LAC' 64,or that an explanation and justification for any proposed variations from such standards is attached. I am lamilidr with the information contained in this application,and to the hest of my knowled a such information is complete and accurate. SIGNATURE M 1+10 66—r dz DATE SIGN TUBEDATE ' Estimate oast ct on Start Date: Complete applications must be submitted at least 120 days in advance of the date fur starting straction in accordance with Rules 567 IAC 60.4 and 64.2 PLEASE COMPLETE THE SCHEDULE CHECKLIST ON THE FOLLOWING PAGE OF THIS FORM DNR form 28A (Nov 00) 542-3129 Iowa Department ot'Naturai Resources Wastewater Section Construction Permit Application SCHEDULE B,Collection system DATE PREPARED PROJECT IDENTITY DNR USE PROJECT NO. D.- TF RFVI¢FT) PERMIT NO, 1. Identify proposed construction which is subject to flooding and explain what is proposed to prevent water from enwring the system. il'no portion is subject to Ilooding,state none. SQpm�II! Flooding Protection f�l1 flevaled mal-i?ole -fops .7D above- /00-Y"-,,a r e/e va ". Indicate hydraulic capacity of. 1) the nearest downstream main or interceptor, 2) the nearest downstream lift station. and 3) all dmmstream segments where flow restriction may occur. Indicate the source and accuracy of numerical data. Segment Segment Segment '&&l Li r'4 'St� . Location NE%¢, S2 c• ^/c .`mac• -66,- / Design capacity,MGD Peak Hourly Dry weather Flow MGD(actual) D O, Peak Hourly Wet Weather Flow MGD(actual) O O•(o '3. Identify treatment facility,the design loadings and present raw waste loadings. Indicate source and accuracy of numerical data. Facility name and number /oct. /t/0, U 7900/, FPd. Ale• 404. x&60 Facility Loading MGD #BOD5/day Design 20,35'" 1i25 O Average Wet Weather(actual) 7p� Peak Hourly Wet Weather(actual) /00 o00 Provide projected design loading increase,which will be added to this facility as a result of this project. Naim Loading ti I Design Year Residential service area Acres Acre, Population Persons Persons Flow(1'00 GPCD) GPD GPD HODS(0.17#/d%cap) #/day P! ay Industrial service area Acres Acres Rated flow GPU 6111) BODS #/day Vday Other Acres /i0 Acres Rated Flow 55-, Ooo GPD 155-0 , O00 GPU BOD'i 94- #/dly Q- S' #.IdsN Total BODS q4 #/day C35 N/day Total Flow 55_cro GPD 6-�5-0, elCo GPD Peak Hourly Flew jc)� mop GPD 4 /�41 e06 CPT) Include a written explanation of items 2 and 3 if the sewer system and/or treatment facility are overloaded. DNR form 28B(Nov 00) 542_309i Iowa Ucpartment ot'Natural Kesources Wastewater Section Construction Permit Application C('AEDTJLE C,Lateral Seaver Extension U.111 i'REI'.0,EU 11R0JEC1*IDENTITY DNR L'5t PROJECT N0. l),-kTF,RFVISF.T) C.e r �re l`L1Lti1F1 NU I D,wiM basis 11ALW Ds:swn Ycyr 1.201(, Krsnlantiol yervwe aeon a�re.; \.res Population Pt 'y rel+ PCr.,,n< Flue {100 GPCD{ GPD GPD (301)4 (() 17 rnct cap i hidAy r My h),lusinat servrcc:ircu Aero. \urs< Raicd Floµ (;PD rrt� 1301)c O'day L d:il.. 01her /D acre: 1/0 A,:re> RuluJ l' tm GPD ��S"Q! ) GPD CjC1Ds q� n'dDY RAS �r-d,. I owl DORS q,¢ 14"day q3S a„ Total Flow SJr, [�/�/� OPD —r5n GPD Peak Hourly Flow /g � OQ Lino GPD 2. Pipe Diameter 8 Inch 10 inch 13 Inch Material Z 76 /T/17 PIZ710 Joint �m DZDz{2 —xd /3 7 l7Ztei -7lo Minimum Slope Q,g- % % 0,4- % MaximumManbolc 5pncc ¢t-�)C _ n A. 7S EK, r27S�3S0 R. Total Sewer Length 113 R., R 3v)5'_ A. Maximum Cover /7 ft. tt. /5- tt. Minimum Cover 1 11 ll. /4 Il• 3. ConnNction specifications(indicate_ASTM No.or other siandlyd included in the Spec lllcJlions), A brief descriplioli is required in each pail. A. Beddiq claasAsTM C/Q,$S 11, Dz?Zj-1 4r4Wt aS/llalI&I /4STrn ,DZ6,8O-7&. B. Pipe Ieyi4 6SI-j17 (l/!16SS ll' D43Z/ -74-P�lntd as m�:(`iPd�V BS7-/),7 DZ66n-7& . C Cvmpactiv�Hj%v_ p-d�-�<tnr D. Manhole tern X78, 45-11 G. Specified mnximum Infihration/exfiltranon rule CPDPMPI F, II{j1I1rNUUn/C%IIIIlNUUn lora rinwethirCS1? Z gyp/Y. ie%vj siiQ, rsr Mr TPSt (i :Mignmeni&grade test procedures (1) During construction: Stake&batter board k Laser ,'C (21 Aher vonslnwtion: LumpingWier 7- /Fill<irX-,r H Dcf1celiun teal procedures 4 Are detiilcd manhole drawings included: Yes ❑ No Typical 1'rume and cover as�rmbiy eerG_h_ ve manhole covers nom•ented: Yes Nn N43nhole diameter 4T5 in. Mnnholc opening dinmeirr in. Mnterml dohCre�� ! mirnun scwcr& water main scparalion: horizontal /D ti VCntcal /n5 yr spteutcauw)s Included" AVO Stream.road.or railroad aossing prolecrion /1/4 .Ve speeificsuons uuluded^ DN9 1orm 2R'(Nov cw)