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70 S. San Tomas Aquino Rd Smart Pj6rmJt$; B ildin ' BLD2015 014 { N` me:WE�C & ASSt Ci TES, Dpdatled.z12t11 015 BB - Address: 0 S S4N TQMAS AQUIN _ Taster #� DLD20�� 01488 � Project: Description, - r _ v u. �� " SITE GRADING & DRAINAGE FOR NEW CHILD CARE FACILITY FEiectricel Work Coverer! try this Permitw.� F Plurmbino Received-, 12 1/2016 r Building: Electrical:. Plumbing: Mechanical. Reroofing: � - f E Issue d Mechanical Ex IV d 7i3F_7i j - Tpe of orl Grading & Fite Improvements _ _ , e-Rccfing _ u_. _ , inaled _ ._y _ Existing tJse: Commercial Prcposd tse: 4 I. . ,Type of Cbnst..: ape 'B alutivn: QeS�rf�tlan Occ. Clas$:, aluation`: $ ~� !Census Cat 11at �Fire p�rinkl'rs:H . ` ':. �; ,` �. .' ��. a, ;�z •OV, -C�� Doris C.Qu bi e Assistant Engineer City of Campbell 70 North First Street 6� lam" Campbell,CA 95008 0 0 Phone: (408)866-2157 'A *%, Fax: (408)376-0958 E-Mail: dorisg eityofcampbell.com Date: 12/1/2015 Public Works Department Land Development Division The Submittal Review Plans are for: PlanCheck Status: Submittal Package Routed to: ® Grading and Drainage ®1st Submittal Date: 12/1/15. ❑ CSG Engineering ❑ Off-Site Street Improvement ❑ 2nd Plan Check Date: Attn: James O'Connell ❑ Street Dedication ❑ jrd Plan Check Date: ❑ Public Service Easement ❑ Final Date: ® Planning Department ❑ Lot Line Adjustment Attn: Daniel Fama ❑ Vacation of Excess of Right of Way ❑ Parcel Map ❑ Building Department ❑ Final Map Attn: Project Address: ❑ Other Department 70 S San Tomas Aquino Road Attn: Campbell, CA 9500E Enclosure(s): _ ❑ Redlined plan check continents ❑ Site Plan ❑ A copy of previous plan check comments ❑ Preliminary Title Report(last 6 months) ❑ Itemized response letter to each item ❑ Approved Tentative Parcel/Final Map ❑ Closure Calculations ❑ Public Works Conditions of Approval ❑ Stonnwater Management Plan ❑ Referenced Documents ❑ Hydrology and hydraulic calculations with ❑ Grant Deed hydrology maps ❑ Assessor's Parcel Map ❑ Soils Report ❑ Other Please review the Submittal application for grading, provide comments, and return all comments to Public Works. LID treatment measures are not required on this project. The project scope of work building size was reduced fiom the previously approved project. � r� .��(; „ Sincerely a ��, �f D FF �4 , L ,. , lan D J:\LandDev\Plan Check Coimnents\l -Specific Projects-Active Project in Progress\STAR S 70\Project 2-Building Downsized\Transmittal Plan Clik I to Planning.doc Rev 10/13 �! Santa Clara Valley Urban Runoff Pollution Prevention Program PROVISION C.3 DATA FORM Which Projects Must Comply with Stormwater Requirements? All projects that create and/or replace 10,000 sq.ft. or more of impervious surface on the project site must fill out this worksheet and submit it with the development project application. All restaurants,auto service facilities, retail gasoline outlets,and uncovered parking lot projects (stand-alone or part of another development project,including the top uncovered portion of parking structures) that create and/or replace 5,000 sq. ft. or more of impervious surface on the project site must also fill out this worksheet. Interior remodeling projects, routine maintenance or repair projects such as re-roofing and re-paving, and single family homes that are not part of a larger plan of development are NOT required to complete this worksheet. What is an Impervious Surface? An impervious surface is a surface covering or pavement that prevents the land's natural ability to absorb and infiltrate rainfall/stormwater. Impervious surfaces include, but are not limited to rooftops, walkways,paved patios, driveways, parking lots, storage areas,impervious concrete and asphalt, and any other continuous watertight pavement or covering. Pervious pavement, underlain with pervious soil or pervious storage material(e.g., drain rock), that infiltrates rainfall at a rate equal to or greater than surrounding unpaved areas OR that stores and infiltrates the water quality design volume specified in Provision C.3.d of the Municipal Regional Stormwater Permit(MRP),is not considered an impervious surface. For More Information For more information regarding selection of Best Management Practices for stormwater pollution prevention or stormwater treatment contact: 1. Project Information Project Name: ALKA MONTESSORI PRESCHOOL APN# 404-01-032 Project Address: 70 S. SAN TOMAS AQUINO RD, CAMPBELL, CA Cross Streets: W CAMPBELL AVE & BUCKNALL RD Applicant/Developer Name: ATUL SHARMA Project Phase(s): of Engineer: Project Type (Check all that apply): ❑ New Development ❑ Redevelopment ❑ Residential IX Commercial ❑ Industrial ❑ Mixed Use ❑ Public ❑ Institutional ❑ Restaurant ❑ Uncovered Parking ❑ Retail Gas Outlet ❑ Auto Service (SIC code) ❑ Other PRESCHOOL (5013-5014,5541,7532-7534,7536-7539) Project Description: NEW 1739SF ONE STORY BLDG, DEMOLISH ASPHALT AREA, RECONFIGURE PARKING & PLAY AREA. Project Watershed/Receiving Water (creek, river or bay): SCVURPPP C.3.Data Form Page 1 of 4 November 2011 2. Project Size a.Total Site Area: b.Total Site Area Disturbed: 0.07 acre 16973 SF=0.39 acre (including clearing,gradin ,or excavating) z Proposed Area(ftZl Total Post-Project Existing Area(ft) Re laced New Area(ftZ) i P Impervious Area Roof 2538 2105 4643 Parking riveways 9229 524 8583 PLA AREA 2918 2028 c.Total Impervious Area 1 14685 1 15254 d.Total new and replaced impervious area 2105+524=2629 Pervious Area Landscaping 2288 1719 Pervious Paving Other(e.g. Green Roof) e.Total Pervious Area 2288 3747 f.Percent Replacement of Impervious Area in Redevelopment Projects (Replaced Total Impervious Area Existing Total Impervious Area) x 100% =2629/14685x1 DD=1 fi % 3. State Construction General Permit Applicability: a. Is#2.b. equal to 1 acre or more? ❑ Yes, applicant must obtain coverage under the State Construction General Permit (i.e., file a Notice of Intent and prepare a Stormwater Pollution Prevention Plan) (see www.swrcb.ca.gov/water issues/programs/stormwater/construction.shtml for details). Kl No, applicant does not need coverage under the State Construction General Permit. 4. MRP Provision C.3 Applicability: a. Is#2.d. equal to 10,000 sq. ft. or more, or 5,000 sq. ft. or more for restaurants, auto service facilities, retail gas outlets, and uncovered parking? (*Note that for public projects, the 5,000 sq.ft. threshold does not take effect until 1211112.) ❑ Yes, C.3. source control, site design and treatment requirements apply IN No, C.3. source control and site design requirements may apply—check with local agency b. Is#21 equal to 50% or more? ❑ Yes, C.3. requirements (site design and source control, as appropriate, and stormwater treatment) apply to entire site R No, C.3. requirements only apply to impervious area created and/or replaced 5. Hydromodification Management(HM) Applicability: a. Does project create and/or replace one acre or more of impervious surface AND is the total post-project impervious area greater than the pre-project (existing) impervious area? ❑ Yes (continue) IN No—exempt from HM, go to page 3 b. Is the project located in an area of HM applicability(green area) on the HM Applicability Map? ( www.scvurppp-w2k.com/hmp maps.htm) ❑ Yes, project must implement HM requirements ® No, project is exempt from HM requirements SCVUP PPP C.3.Data Form Page 2 of 4 November 2011 r 4 6. Selection of Specific Stormwater Control Measures: Site Design Measures Source Control Measures Treatment Systems M Minimize land disturbed ❑ Alternative building M None (all impervious surface ❑ Minimize impervious materials drains to self-retaining areas) surfaces ❑ Wash area/racks, drain to LID Treatment M Minimum-impact street sanitary sewer ❑ Rainwater harvest and or parking lot design ❑ Covered dumpster area, use(e.g.,cistern or rain barrel ❑ Cluster structures/ drain to sanitary sewer2 sized for C.3.d treatment) pavement ❑ Sanitary sewer ❑ Infiltration basin ❑ Disconnected downspouts connection or accessible ❑ Infiltration trench cleanout for swimming ❑ Pervious pavement pool/spa/fountain2 ❑ Exfiltration trench ❑ Green roof IN Beneficial landscaping ❑ Underground detention (minimize irrigation,runoff, and infiltration system ❑ Microdetention in pesticides and fertilizers; (e.g.pervious pavement drain landscape promotes treatment) rock,large diameter conduit) ❑ Other self-treating area ❑ Outdoor material storage Biotreatment 3 ❑ Self-retaining area protection ❑ Bioretention area ❑ Rainwater harvesting and ❑ Covers, drains for loading ❑ Flow-through planter use(e.g.,rain barrel,cistern docks, maintenance bays, connected to roof drains)1 fueling areas ❑ Tree box with Bioretention soils ❑ Preserved open space: ® Maintenance(pavement ❑ Other ac. or sq. ft sweeping,catch basin .(circle one) cleaning,good housekeeping) ❑ Protected riparian and ❑ Storm drain labeling Other Treatment Methods wetland areas/buffers ❑ Proprietary tree box filter4 (Setback from top of bank: ❑ Other ft) ❑ Media filter(sand,compost, ❑ Other or proprietary media)4 ❑ Vegetated filter strips ❑ Dry detention.basin5 ❑ Other Flow Duration Controls for Hydromodification Management(HM) ❑ Detention basin ❑ Underground ❑ Bioretention with outlet ❑ Other tank or vault control 'Optional site design measure;does not have to be sized to comply with Provision C.3.d treatment requirements. 2 Subject to sanitary sewer authority requirements. 3 Biotreatment measures are allowed only with completed feasibility analysis showing that infiltration and rainwater harvest and use are infeasible. 4 These treatment measures are only allowed if the project qualifies as a"Special Project". 5 These treatment measures are only allowed as part of a multi-step treatment process. SCVURPPP C.3.Data Form Page 3 of 4 November 2011 V 7. Treatment System Sizing for Projects with Treatment Requirements Indicate the hydraulic sizing criteria used and provide the calculated design flow or volume: Treatment System Component Hydraulic Sizing Design Flow or Criteria Used3 Volume (cfs or cu.ft.) 3Key: la: Volume—WEF Method lb: Volume—CASQA BMP Handbook Method 2a: Flow—Factored Flood Flow Method 2b: Flow—CASQA BMP Handbook Method 2c: Flow—Uniform Intensity Method 3: Combination Flow and Volume Design Basis 8. Alternative Certification: Was the treatment system sizing and design reviewed by a qualified third- party professional that is not a member of the project team or agency staff? ❑ Yes ❑ No Name of Reviewer 9. Operation & Maintenance Information A. Property Owner's Name ATUL SHARMA B. Responsible Party for Stormwater Treatment/Hydromodification Control O&M: a. Name: ATUL SHARMA b. Address: c. Phone/E-mail: This section to be completed by Municipal staff. O&M Responsibility Mechanism Indicate how responsibility for O&M is assured. Check all that apply: ❑ O&M Agreement ❑ Other mechanism that assigns responsibility(describe below): Reviewed: Community Development Department Public Works Department Planning Division: Engineering: Building Division: Other(Specify): Return form to: Data entry performed by: SCVURPPP C.3.Data Form Page 4 of 4 November 2011 PROPERTY LINE_ SJ�—__--------_------------- �+ + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + PARKING #6+ j + + + + + + + + + + + + + + + + + + + + + + w j + + + + + + + + + + + + + + + + + + O + + + + + + + + + + + + + + + + -PARKING #71- I o + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + *+++++ ++++ % % % / ++++++++++++•PARKING t8++ j +� + + + + + + ..... + I + + + + / + + + + + + + + + + ' W I + + + /% / • + + + + + + + -PARKING #91- + + I FF + + + + jj / + + + + + + + + + + + + I + + + + + + + + + + ' + PARKI G #5 + + + + + + ' I+ + + + + + + + + PARKING 10 + j �+ + + + j . + + + + + + + + + + + + + + I + + + + + + + + + + PARKING 4 / + + + + + + + + + OI j+ + + + + ' % ' + + + + tt t + + + + + LEGEND j+++PA KINGi 3 + + + + + + + + # + . %. + + + + + + + I ' + + / + + + + + + 4. 4. IF + + + j + + + 30'x30' + +PLAY + I + + EXISTING + PARKIN #2 / ' + + + PLAY STRUCTURE + + AREA. + + IMPERVIOUS SURFACE + + / + + WITH WOOD + + + + + + + + / + CHIPS + + + 01 ' +ADA + + + + + + + VAN ACCESSIB + ij + + + + + + + + + + + %% IMPERVIOUS SURFACE ►+PARKING #1 / + + + + + + + + + + + + + + N TO BE REPLACED j . + + + + + •+ + + + + + + + • I „ +ADA Access'as + + + + + + + + + + + + + + Bt00 I (NO PARKING) / + + + + + + + + + + + + -N I + t t + + + + + + + + + +I + N- + + + + + + + + + + I p WI+ .+ + + + + + + + + + + + + + + + + + + + + + of r Z:+ + + + + + + + +1 + + + + + + + �I + + + + + + + + + + + + + + + + + + + I CD I+ + + + + + + + +1 + + + + + + + + +PARKING #11 + a+ + + + + + + + +I + + + + + + + + + w of + + + + + + + fF + + + + + + + + + + + w + + + + + + + + + + + + + + + + �• O� + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + 1 + + + + + + + + PARKING . + I+ + + + + + + t + + + + + + + + + I + + + + + + + + 1+ + + + + + + + + + + + I+ + + + + + + + +I + + + + + + + + + + + + + + + + + + + + + + + . . + + + I+ + + + + + + + 41 + + + + + + + + + -PARKING #14 + + + + + + + I+ + + + + + + + + + + + + o `+++ +iEXISTING+++I++++ + ++++++++++++ + + + + I+ + + + +1 + + + + + + + + +PARKING #15 + I + ZAY + 1+ + + + + + + + + + + + i� + + CARE + +1 + + + + + + + + + + + I + 4 + IF + + + + + + + + + + + + + + + + + + +I + + a + + + + + + +PARKING #16 01 + + + + + t + + + + + + + + + + + + + + + + + + t + + + + + + + + + G + + + + + + + + + + + + + + + + + + + 31 j+ + + + + + + + + + + + W + + + + + + + + + + + + ZIz I+ + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + W I + + + + + + + + + + tIL o + + LAWN + + + + + + + + W. I + + + + + + + + + LAWN I°- '+ + + + + + + + + + Lt. 100.00' EXISTING SITE PLAN ALKA MONTESSORI PRESCHOOL N 70 S. SAN TOMAS AQUINO RD, CAMPBELL, CA 11-13-2015 PROPERTY LINE_I_f)_o DL .77 7........................................ .......................... PARKING # ....................................... ..................................... ............. i................................................................... ... . ............................................................ ........................................................... PARKING ............................................................ ... ........................................................ ....................... .............................................................. ........................................................... ..... t............... ........... .......... ... . .. 0 z z.. ...... ......... .... ... .....-,e.. ... .. .. .. CL .... .. ......... .... ....... ....... . ..... ......... ....... ............ I . .... ............... ............ ............... w .... ... .... co T'DAY CARE LEGEND J. ADDITION PROPOSED ... ..... ..... w ...COVERED............ IMPERVIOUS SURFACE ...................................... ......................... .. . ........... ....... ..... .................................... ...... 00 .............................. ................. . .. ...... ................ ......... ... L................**.. ...... ... .... ....... ........... — *.......... ............ .............. ............ V 'PARKING #1 1-V. .. .............. .. . ...... ...... .................... . ................. 0 .................1 7-1 W ........................... ................................... w 0 ................ ................... ............. i Ir ..... ..... ...... F- ....... w ',*,'.'.'.'.'.*,'.*,*,*,'.'.*.'.'.'.'.'.'.'.PARKING #1 0a1.1.11.1.1.1.1.1.1...—.1...—.1.1.1.1.1.1.............. ....... .. ................... ............ .... ... ........ ................... .'.'PARKING #13.. ...........i....... ........ ....... .............*.,.,.. 1............. 0. ..............— ED PARKING* PATI ................ .....................1....... ................... ............. ................. ................................. ............. ........ w w -v EX I STI N G -- . �5 .............. KING 15' . ............. .... ... ........ . . ................. -PA-RK-I.N. 16 CARE ...... z .................... ........ v:. v 1'.v. v. ...3i . .................... ............. ui ........... cnrE 5 w ........I... . (L '.'PARKING #1 ............................. ................................ 0 .. ............... . . . . .. ............. ....... ............. 00 ............................................... ........ ................... .............. I-V ... —I* ........... v.v. ....... .......................PARKING #18. ....... ................... ............. ....................... u ................... ...... .. .................. ....................................................... .. ... .... .... ............... .......... ................... ............. LAWN ...... ... ....... .... r ............ L- --------------------- PROPERTY LINE 100.00' PROPOSED SITE PLAN ALKA MONTESSORI PRESCHOOL N 70 S. SAN TOMAS AQUINO RD, CAMPBELL, CA 11-13-2015 oF-CA,y Doris C.Quai Hoi `0 Assistant-Engineer r City of Campbell 0 70 North First Street 0 0 y Campbell,CA 95008 Ole CHAB Phone: (408)866-2157 O Fax: (408)376-6958 E-Mail: dorisgh@cityofcampbell.com Transmittal To: al S aa �a Date: August 27,2014 Company: err' I1 �Ztssor Address: r70 S San Tomas Aquino Road r Re: 7Q S Say Ta a5 uirio Road O S1 e 1 T g ❑ Urgent Q For Review ❑ Please Comment RI Please Reply ❑ Please Recycle ® Enclosure: 1. Plan Check comments#4 for o On Site Grading Redlined Plans see also additional comments for C.3 Forms Upon re-submittal of ALL Plans, please include: i the original redlined sets and redlined forms z Send one revised plans and one revised form. OCT 10 2014 Public Works Administration J:\LandDev\Plan Check Comments\1 - Specific Projects - Active Project in Progress\STAR S 70\Transmittal Plan Chk 4 Grading.DOC CITY OF CAMPBELL The Submittal /.Plans are: COPY:' 70 North First Street []APPROVED ❑Applicant(s) Campbell, CA 95008 ❑APPROVED WITH CONDITIONS ❑ Planning Department Phone: (408)866—2166 E NOT APPROVED—SEE COMMENTS ® P.W./Engineering Fax: (408)376—0958 - ❑ OTHER DEPARTMENT OF PUBLIC WORKS MAP CHECK PROPERTY ADDRESS: 70 South San Tomas Aquino Road PROJECT DESCRIPTION: On-site Grading & Drainage Plans dated 1/28/14 4th Review DATE: August 5, 2014 BY: Sophie Truong, P.E. NOTE: Upon re-submittal of these documents,please include: 1. a copy of these comments 2. an itemized response letter to each item 3. the original redlined set 4. three sets of revised plans or checklist Failure to provide this may hold up the review process. Please also note that submission of these comments does not constitute acceptance of any portion of these plans. COMMENTS C.3 Checklists: 1. Please note that the "site"is generally considered the project area and is not necessarily limited to the area of work within the property lines. In this case,we will allow the lot area to be used, but in the future please note that the Total Site Area shall reflect the total project area. 2. Section 2-Project Size: Revise the 2"d line"Parking"to also include"Driveways"to simplify the table. Please note that the line "Sidewalks and Streets" is primarily used for subdivisions and does not need to be used for your project if it does not make sense. The 2"d line"Parking/Driveways"shall show: 12,576 SF. 3. The table shall not show negative numbers, if an impervious or pervious area is being replaced, show it as a positive number. For example, in the case of impervious"Parking/Driveways",the sum of Replaced+New+Existing to remain(not shown on table)equals the Total Post-Project Area(SF)for that row. 4. Please show how the percent replacement of impervious area in redevelopment projects was calculated. 5. Please redlined checklist for additional comments. Pre-Development Drainage Map: 6. .The map appears to be missing the existing planters. Please revise. Revise figures on checklist as required. 7. Label the material for the play area (sand?). " �p .. �iI�q C Papo�y I q Yl/4 one (END OF COMMENTS) OCT 0 2014 Page 1 of 1 Public Works Administration 4 Santa Clara Valley r Urban Runoff ' Pollution Prevention Program PROVISION C.3 DATA FORM ®Cr 1 ® Zo11F Which Projects Must Comply with Stormwater Requirements? Public VV'UIKS Hnri ;4AP IJt]I�17��— All projects that create and/or replace 10,000 sq.ft.or more of impervious surface on the project site must fill out this worksheet and submit it with ttie development project application. All`restaurants,auto-service facilities,"retail gasoline outlets,and uncovered parking lot projects (stand-alone or part of another development project,including the top uncovered portion of parking structures)that create and/or replace 5,000 sq.ft.or more of impervious surface on the project site must also fill out this worksheet. Interior remodeling projects,routine maintenance or repair projects such as re-roofing and re-paving, and single family homes that are not part of a larger plan of development are NOT required to complete this worksheet. What is an Impervious Surface? An impervious surface is a surface covering or pavement that prevents the land's natural ability to absorb and , infiltrate rainfall/stormwater. Impervious surfaces include,but are not limited to rooftops, walkways;paved patios, driveways,parking lots, storage areas,impervious concrete and asphalt, and any other continuous watertight pavement or covering.Pervious pavement,underlain with pervious soil or pervious storage material(e.g., drain rock),that uifiltrates rainfall at a rate equal to or greater than surrounding unpaved areas OR that stores and infiltrates the water quality design volume specified in Provision C.3.d of the Municipal Regional Stormwater Permit(MRP),is not considered an impervious surface. For More Information For more information regarding selection of Best Management Practices for stormwater pollution prevention or stormwater treatment contact: 1. Project Information Project Name: ALKA MONTESSORI PRESCHOOL APN# 404-01-032 Project Address: 70 S. SAN TOMAS AQUINO RD, CAMPBELL, CA Cross Streets: W CAMPBELL AVE & BUCKNALL RD Applicant/Developer,Name: ATUL SHARMA Project Phase(s): 1 of 1 Engineer: YI-RAN WU Project Type(Check all that apply): ❑ New Development ❑ Redevelopment ❑ Residential H1 Commercial ❑ Industrial ❑ Mixed Use ❑ Public ❑ Institutional ❑ Restaurant ❑ Uncovered Parking ❑ Retail Gas Outlet ❑ Auto Service(SIC code) ❑ Other PRESCHOOL (5013-5014,5541,7532-7534,7536-7539) Project Description:_ NEW 2600SF ONE STORY BLDG, DEMOLISH ASPHALT AREA, RECONFIGURE PARKING & PLAY AREA. Project Watershed/Receiving Water(creek,river or bay): SCVURPPP C.3.Data Form Page I of 4 November 2011 -7 �� 1L SINGE - �E . &1oUJ- 2. Project Size pt` .t.AD ti_,Cr 1- t_l►.lam -M P. -Nic. 1 S n4E V A-M"HEO a. otal Site Ar b.Total Site Area Disturbed: 0.11 acre 1 L973 SF= .39 acre (including clearing,gradin ,or excavating) z) Proposed Area(ftZ1 Total Existing Area(ft Post-Project Replaced New Area(fe) Im envious Area Roof 1578 0 V 2652 4230 Parking pC JY2Wa\JS 48S JZ 167(4, -189 123Y 1233 War Sbd l r r Sidewalks and Street&&Brive ap- 4-06�9- mz963-• (� 669-° -g2�5 c.Total Impervious Area 14154'tom 4554 14748 d.Total new and replaced impervious area 594 Pervious Area 1A A-q Landscaping 2819 -1 1 557 2225 N050 �p Pervious Paving 0 0 0 0 P,,,Ac.6 Other(e.g.Green Roof) 0 0 0 �,c, e.Total Pervious Area 2819 !� - 15 557 2225 le_\ VLWIV f.Percent Replacement of Impervious Area in Redevelopme rojects (Replaced Total Impervious Area Existing Total Impervious Area) x 100% = 28 % 3. State Construction General Permit Applicability: a. Is#2.b. equal to 1 acre or more? ❑ Yes, applicant must obtain coverage under the State Construction General Permit (i.e., file a Notice of Intent and prepare a,Stormwater Pollution Prevention Plan) (see www.swrcb.ca.gov/water issues/programs/stonnwater/construction.shtml for details). W No, applicant does not need coverage under the State Construction General Permit. V14. MRP Provision C.3 Applicability: a. Is#2.d. equal to 10,000 sq. ft. or more,or.5,000 sq. ft. or more for restaurants, auto service facilities, retail gas outlets, and uncovered parking? (`Note that for public projects, the 5,000 sq.ft. threshold does not take effect until 1211112.) ❑ Yes, C.3. source control, site design and treatment requirements apply IN No, C.3. source control and site design requirements may apply—check with local agency b. Is#21. equal to 50% or more? ❑ Yes, C.3. requirements (site design and source control, as appropriate, and stormwater treatment) apply to entire site IN No, C.3. requirements only apply to impervious area created and/or replaced 5. Hydromoditication Management(HM)Applicability: a. Does project create and/or replace one acre or more of impervious surface AND is the total post-project impervious area greater than the pre-project (existing) impervious area? ❑ Yes (continue) ® No—exempt from HM, go to page 3 b. Is the project located in an area of HM applicability(green area) on the HM Applicability Map? ( www.scvurppp-w2k.com/hmp maps.htm) ❑ Yes,project must implement HM requirements X1 No,project is exempt from HM requirements SCVURPPP C.3.Data Form Page 2 of 4 November 2011 6. Selection of Specific Stormwater Control Measures: Site Design Measures Source Control Measures Treatment Systems M Minimize land disturbed ❑ Alternative building ® None(all impervious surface ❑ Minimize impervious materials drains to self-retaining areas) surfaces ❑ Wash area/racks, drain to LID Treatment �1 Minimum impact street sanitary sewer' ❑ Rainwater harvest and or parking lot design `❑ Covered dumpster area, use(e.g.,cistern or rain barrel ❑ Cluster structures/ drain to sanitary sewer sized for C.3.d treatment) pavement ❑ Sanitary sewer ❑ Infiltration basin ❑ Disconnected downspouts connection or accessible ❑ Infiltration trench cleanout for swimming ❑ Pervious pavement pool/spa/fountain2. ❑ Exfiltrafion trench ❑ Green roof X] Beneficial landscaping ❑ Underground detention and infiltration'system �' ❑ Microdetention in (minimize irrigation,runoff,pesticides and fertilizers; (e.g.pervious pavement drain landscape promotes treatment) rock,large diameter conduit) ❑ Other self-treating area p Outdoor material storage Biotreatment 3 ❑ Self-retaining area protection ❑ Bioretention area ❑ Rainwater harvesting and ❑ Covers, drains for loading ❑ Flow-through planter use(e.g.,ram barrel,cistern docks,maintenance bays, ❑ Tree box with connected to roof drains)1 fueling areas Bioretention soils ❑ Preserved open space: 1 Maintenance(pavement ❑ Other ac. or sq. ft sweeping,catch basin .(circle one) cleaning,good housekeeping) ❑ Protected riparian and ❑ Storm drain labeling Other Treatment Methods wetland areas/buffers ❑ Proprietary tree box filter' (Setback from top of bank: ❑ Other ft.) ❑ Media filter(sand,compost, ❑ Other or proprietary media)4 ❑ Vegetated filter strips ❑ Dry detention basins ❑ Other Flow Duration Controls for Hydromodification Management(HM) NA ❑ Detention basin ❑ Underground ❑ Bioretention with outlet ❑ Other tank or vault control Optional site design measure;does not have to be sized to comply with Provision C.3.d treatment requirements. Subject to sanitary sewer authority requirements. 3 Biotreatment measures are allowed only with completed feasibility analysis showing that infiltration and rainwater harvest and use are infeasible. 4 These treatment measures are only allowed if the project qualifies as a"Special Project". 5 These treatment measures are only allowed as part of a multi-step treatment process., SCVURPPP C.3.Data Forni Page 3 of 4 November 2011 7. Treatment System Sizing for Projects with Treatment Requirements NA Indicate the hydraulic sizing criteria used and provide the calculated design flow or volume: Treatment System Component Hydraulic Sizing Design Flow or Criteria Used Volume (cfs or cu.ft.) 3Key: la: Volume—WEF Method lb: Volume—CASQA BMP Handbook Method 2a: Flow—Factored Flood Flow Method 2b: Flow—CASQA BMP Handbook Method 2c: Flow—Uniform Intensity Method 3: Combination Flow and Volume Design Basis S. Alternative Certification: Was the treatment system sizing and design reviewed by a qualified third- party professional that is not a member of the project team or agency staff? ❑ Yes ❑ No Name of Reviewer 9. Operation &Maintenance Information A. Property Owner's Name B. Responsible Party for Stormwater Treatment/Hydromodification Control O&M: a. Name: b. Address: c. Phone/E-mail: This section to be completed by Municipal staff. O&M Responsibility Mechanism Indicate how responsibility for O&M is assured. Check all that apply: ❑ O&M Agreement ❑ Other mechanism that assigns responsibility(describe below): Reviewed: Community Development Department Public Works Department Planning Division: Engineering: Building Division: Other(Specify): Return form to: Data entry performed by: SCVURPPP C.3.Data Form Page 4 of 4 November 2011 r----------TOTAL WATER-y 1 52v1 O-K S 1 SHED AREA 1 ' e-°23,650 SF 71bP)Sr --------- I - - ---------TOTAL LOT AREA-7---- p 10�Q�s� � I 16,973 SF � � � , I I PARKING 769 SF i I I I I � 1 I I I , I i PARKING j 1,128SF l I i PLAY AREA 906 SF 1 I 133 SF 1 1m1" I � I I I 1 Oi HARDSCAPE ,154 SF to)of F Imo_ 1 ROOF I 1,578 SF I iI I , I � 1 I I i 1 1 LANDSCAPE 1 I &.71°"SF?a, LANDSCAPE 1 c1;109;-SE, 1 --------1---- - - SOUTH SAN TOMAS AQUfNO ROAD DEVELOPMENT 2625 MIDDLEFIELD RD 4658 TEL: 650 823-6466 70 S S N TOMAS AQU1NO RD W E ( ) CAMPBELL,CA & ASSOCIATES PALO ALTO,CA 94306 FAX: (650) 887-1294 r -- TOTAL WATER -- SHED AREA 1 23,650 SF I _ _ I TOTAL LOT AREA J I 16,973 SF SAND BOX I 92<ISSF` I � I II n Q-y 1 I I -7 ' i ROOF II 2,652 SF r G Tt; I (/ I � I I I I � i OTHER HARDSCAPE 1 9,265 SF I � I I I I � I I 1 1 � I � I I I ROOF PARKING I I 1 I 1,576 SF ,233 SF I � 1 I I I. LANDSCAPE I i s-265"5F I 1 I I I L-, 1 I 1 i 1 LANDSCAPE 1 I 604 SF LANDSCAPE 1 i g997:SFR SOUTH SAN TOMAS AQUINO ROAD POST DEVELOPMENT C 2625 MIDDLEFIELD RD 4658 TEL: (650) 823-6466 70 S SAN TOMAS AQUINO RD CAMPBELL,CA & Ass ® c i A T E s PALO ALTO,CA 94306 FAX: (650) 887-1294 October 10"'2014 Public Works Department The City of Campbell. Ref:Your letter dated August 5kh,2014 Response to the Comments: C3 Checklist: Comment 1. Noted . Comment 2 to 5 :Taken care of in the C3 Checklist.Also, please refer to the detailed calculations given below; Please see attached revised C3 checklist per Public Works comments.I added existing 265sf planters to calcs & revised accordingly. Row C: Total Existing Impervious area=Lot area 16973-(landscaping 671+11.0.9+265 planters+906 play area+ 133 dirt)=13889 sf Existing parking=total impervious area-roof=13889-1578=12311. Row C:Total Post project Impervious area=Lot area 16973-(landscaping 671+997+265 planters+292 sand box)=16973-2225=14748. Total post project parking/driveways=Total impervious area-two roofs= 14748-4230=10518 (E)parking/driveway=12311.(N)1?arking/driveway=10518. Therefore parking area has decreased by: 12311-10518=1793 Proposed new parking at front=1233 Net parking replaced=1793-1233 560. Pre-Development Drainage Map: Comment 6;Done Comment 7;Play Area material is Wooden Chips. RECEIVED Thanking You. Qto ® 2014 Public Works Administration Santa Clara Valley Urban Runoff Pollution Prevention Program PROVISION C.3 DATA FORM Which Projects Must Comply with Stormwater Requirements? All projects that create and/or replace 10,000 sq.ft. or more of impervious surface on the project site must fill out this worksheet and submit it with the development project application. All restaurants, auto service facilities, retail gasoline outlets, and uncovered parking lot projects (stand-alone or part of another development project, including the top uncovered portion of parking structures)that create and/or replace 5,000 sq.ft. or more of impervious surface on the project site must also fill out this worksheet. Interior remodeling projects, rolatine maintenance or repair projects such as re-roofing and re-paving, and single family homes that are nor part of a larger plan of development are NOT required to complete this worksheet. What is an Impervious Surface? An impervious surface is a surfice covering or pavement that prevents the land's natural ability to absorb and infiltrate rainfall/stormwater. Impervious surfaces include, but are not limited to rooftops, walkways, paved patios, driveways, parking lots, storage areas, impervious concrete and asphalt, and any other continuous watertight pavement or covering. Pervious pavement, underlain with pervious soil or pervious storage material(e.g., drain rock), that infiltrates rainfall at a rate equal to or greater than surrounding unpaved areas OR that stores and infiltrates the water quality design volume specified in Provision C.3.d of the Municipal Regional Stormwater Permit(NIRP), is not considered an impervious surface. For More Information For more information regarding;selection of Best Management Practices for stormwater pollution prevention or stormwater treatment contact: 1. Project Information Project Name: ALKA MONTESSORI PRESCHOOL APN# 404-01-032 Project Address: 70 3 SAN TOMAS AQUINO RD, CAMPBELL. CA Cross Streets: W CANIPBELL AVE & BUCKNALL RD Applicant/Developer Name: ATUL SHARMA Project Phase(s): I of_j_ Engineer: '( I - h At4 W U Project Type (Check all that apply): ❑ New Development ❑ Redevelopment ❑ Residential IX Commercial ❑ Industrial ❑ Mixed Use ❑ Public ❑ Institutional ❑ Restaurant ❑ Uncovered Parking ❑ Retail Gas Outlet ❑ Auto Service (SIC code) ❑ Other PRESCHOOL (5013-5014,5541,7532-7534,7536-7539) Project Description: NEW 2600SF ONE STORY BLDG, DEMOLISH ASPHALT AREA, RECONFIGURE PARKING & PLAY AREA. Project Watershed/Receiving Water(creek, river or bay): SCVURPPP C.3.Data Form Page 1 of 4 November 2011 2. Project Size a.Total Site Area: b.Total Site Area Disturbed: 0.11 acre 16973 SF=0.39 acre (including clearing,grin ,or excavatin ) < = A. z Proposed Area(ft�l Total Post-Project In � Existing Area(ft) Replaced New Area(fe) ImpenAousArea Roof 1578 2652 4230 Parking rlveways 12311 560 1233 10518 Sidewalks and Streets c.Total Impervious Area 2311+1578=13889 652+1233=3885 4230+10518=14748 d.Total new and replaced impervious area 560+2652+1233=4445 0" Pervious Area Landscaping 2045 ands+ 2225 Pervious Paving Other(e.g.Green Roof) e.Total Pervious Area 3084 2225 f.Percent Replacement of Impervious Area in Redevelopment Projects (Replaced Total Impervious Area Existing Total Impervious Area) x 100% _ 4445/13889x1 DD_=32 % 3. State Construction General Permit Applicability: a. Is#2.b. equal to 1 acre or more? r - ❑ Yes, applicant must obtain coverage under the State Construction General Permit (i.e., file a Notice of.Intent and prepare a Stormwater Pollution Prevention Plan) (see www.swrcb.ca.govlwater issues/prosrams/stormwater/construction.shtml for details). Sl No, applicant does not need coverage under the State Construction General Permit. 4. MRP Provision C.3 Applicability: a. Is#2.d. equal to 10,000 sq. ft. or more, or 5,000 sq. ft. or more for restaurants,auto service facilities, retail gas outlets, and uncovered parking? (*Note that for public projects, the 5,000 sq. ft. threshold does not take effect until 1211112.) ❑ Yes, C.3. source control, site design and treatment requirements apply IN.No, C.3. source control and site design requirements may apply—check with local agency b. Is#21 equal to 50% or more? ❑ Yes, C.3. requirements (site design and source control, as appropriate, and stormwater treatment) apply to entire site ® No, C.3. requirements only apply to impervious area created and/or replaced 5. Hydromodification Management (HM) Applicability: a. Does project create and/or replace one acre or more of impervious surface AND is the total post-project impervious area greater than the pre-project (existing) impervious area? ❑ Yes (continue) 129 No—exempt from HM, go to page 3 b. Is the project located in an area of HM applicability (green area) on the HM Applicability Map? ( www.scvurppp-w2k.com/hmp maps.htm) ❑ Yes, project must implement HM requirements IN No,project is exempt from HM requirements SCVURPPP C.3.Data Form Page 2 of 4 November 2011 6. Selection of Specific Stormwater Control Measures: Site Design Measures Source Control Measures Treatment Systems M Minimize land disturbed ❑ Alternative building jSl None (all impervious surface ❑ Minimize impervious materials drains to self-retaining areas) surfaces ❑ Wash area/racks, drain to L I D Treatment M Minimum-impact street sanitary sewer? ❑ Rainwater harvest and or parking lot design ❑ Covered dumpster area, use (e.g.,cistern or rain barrel ❑ Cluster structures/ drain to sanitary sewer sized for C.3.d treatment) pavement ❑ Sanitary sewer ❑ Infiltration basin ❑ Disconnected downspout> connection or accessible ❑ Infiltration trench cleanout for swimming ❑ Pervious pavement pool/spa/fountain2 ❑ Exfiltration trench ❑ Green roof Beneficial landscaping ❑ Underground detention (minimize irrigation,runoff, and infiltration system ❑ Microdetention in pesticides and fertilizers; (e.g.pervious pavement drain landscape promotes treatment) rock,large diameter conduit) ❑ Other self-treating area ❑ Outdoor material storage Biotreatment 3 ❑ Self-retaining area protection ❑ Bioretention area ❑ Rainwater harvesting and ❑ Covers, drains for loading ❑ Flow-through planter use (e.g.,rain barrel,cistern docks, maintenance bays, connected to roof drains)1 fueling areas ❑ Tree box with Bioretention soils ❑ Preserved open space: ® Maintenance (pavement ❑ Other ac. or sq. ft sweeping,catch basin .(circle one) cleaning,good housekeeping) ❑ Protected riparian and ❑ Storm drain labeling Other Treatment Methods wetland areas/buffers ❑ Proprietary tree box filter' (Setback from top of bank: ❑ Other ft) ❑ Media filter(sand,compost, or proprietary media)4 ❑ Other ❑ Vegetated filter strip' ❑ Dry detention basins ❑ Other Flow Duration Controls for Hy dromodification Management(HM) ❑ Detention basin ❑ Underground ❑ Bioretention with outlet ❑ Other tank. or vault control 'Optional site design measure;does not have to be sized to comply with Provision C.3.d treatment requirements. a Subject to sanitary sewer authority.requirements. 3 Biotreatment measures are allowed only with completed feasibility analysis showing that infiltration and rainwater harvest and use are infeasible. 'These treatment measures are only allowed if the project qualifies as a"Special Project". 5 These treatment measures are only allowed as part of a multi-step treatment process. SCVURPPP C.3.Data Form Page 3 of 4 November 2011 7. Treatment System Sizing for Projects with Treatment Requirements Indicate the hydraulic sizing criteria used and provide the calculated design flow or volume: Treatment System Component Hydraulic Sizing Design Flow or Criteria Used Volume (cfs or cu.ft.) 3Key: la: Volume—WEF Method lb: Volume—CASQA BMP Handbook Method 2a: Flow—Factored Flood Flow Method 2b: Flow—CASQA BMP Handbook Method 2c: Flow—Uniform Intensity Method 3: Combination Flow and Volume Design Basis 8. Alternative Certification: Was the treatment system sizing and design reviewed by a qualified third- party professional that is not a member of the project team or agency staff? ❑ Yes ❑ No Name of Reviewer 9. Operation & Maintenance Information A. Property Owner's Name B. Responsible Party for Stormwater Treatment/Hydromodification Control O&M: a. Name: b. Address: c. Phone/E-mail: This section to be completed by Municipal staff. O&M Responsibility Mechanism Indicate how responsibility for O&M is assured. Check all that apply: ❑ O&M Agreement ❑ Other mechanism that assigns responsibility(describe below): Reviewed: Community Development Department Public Works Department Planning Division: _ Engineering: Building Division: — Other(Specify): Return form to: _ Data entry performed by: SCVURPPP C.3.Data Form Page 4 of 4 November 2011 r TOTAL WATER SHED AREA 23,650 SF I I I ------- _ r TOTAL LOT AREA_J 16,973 SF 1 1 � I i f 1 PARKING I 769 SF f ' i I I } I I i I iI f i I i 1 I FARKING 1,128 SF { I , PLAY AREA 906 SF II +� DIRT i y 133 SF I � i I I y I I I i I I 1 i OTHER HARDSCAPE ' 14,154 SF 1 �I ROOF 1,578 SF I �I I i i I i I � I II I ' i L- I ---- 1 ' i LANDSCAPE S PE I LANDSCAPE `I I 1,109 SF IL--------L--- - --�� - - SOUTH SAN TOMAS AQUINO ROAD I I i i PRE-DEVELOPMENT w C 2625 MIDDLEFIELD RD#658 TEL: (650) 823-6466 70 S SAN TOMAS AQUINO RD CAMPBELL,CA 8, ASSOCIATES PALO ALTO,CA 94306 FAX: (650) 887-1294 i i I i i 1 f — TOTAL WATER—� I SHED AREA 23,650 SF i I I _I I i TOTAL LOT AREA I ' 16,973 SF SAND BOX I 292 SF I , I i I I I 1 s I I I � 1 ' I I � ' ROOF I I 2,652 SF I ' 1 1 I I I ; I I , I 1 OTHER HARDSCAPE 9,285 SF I II I � I I I I I � � I I I i ROOF PARKING 1,578 SF I 1,233 SF I i � 1 i 1 I � LANDSCAPE 265 SF 1 ` I I I l 'I =LANDSCAPE fJ L— 1 t ' r LANDSCAPE I997 SF I SOUTH SAN TOMAS AQUINO ROAD i I i I I I I POST DEVELOPMENT W C 2625 MIDDLEFIELD RD#658 TEL: (650) 823-6466 70 S SAN TOMAS AQUINO RD CAMPBELL,CA 8t ASSOCIATES PALO ALTO,CA 94306 FAX: (650) 887-1294 Santa Clara Valley Urban Runoff i Pollution Prevention Program PROVISION C.3 DATA FORM Which Projects Must Comply with Stormwater Requirements? All projects that create and/or replace 10,000 sq.ft. or more of impervious surface on the project site musk fill out this worksheet and submit it with the development project application. All restaurants,auto service facilities, retail gasoline outlets,and uncovered parking lot projects (stand-alone or part of another development project, including the top uncovered portion of parking structures)that create and/or replace 5,000 sq.ft. or more of impervious surface on the project site must also fill out this worksheet. Interior remodeling projects,routine maintenance or repair projects such as re-roofing and re-paving, and single family homes that are not part of a larger plan of development are NOT required to complete this worksheet. What is an Impervious Surface? An impervious surface is a surface covering or pavement that prevents the land's natural ability to absorb and infiltrate rainfall/stormwater. Impervious surfaces include,but are not limited to rooftops, walkways, paved patios, driveways, parking lots, storage areas,impervious concrete and asphalt, and any other continuous watertight pavement or covering. Pervious pavement, underlain with pervious soil or pervious storage material(e.g., drain rock), that infiltrates rainfall at a rate equal to or greater than surrounding unpaved areas OR that stores and infiltrates the water quality design volume specified in Provision C.3.d of the Municipal Regional Stormwater Permit(MRP), is not considered an impervious surface. For More Information For more information regarding selection of Best Management Practices for stormwater pollution prevention or stormwater treatment contact: 1. Project Information Project Name: ALKA MONTESSORI PRESCHOOL APN# 404-01-032 Project Address: 70 S. SAN TOMAS AQUINO RD, CAMPBELL, CA Cross Streets: W CAMPBELL AVE & BUCKNALL RD Applicant/Developer Name: ATUL SHARMA Project Phase(s): of Engineer: Project Type (Check all that apply): ❑ New Development ❑ Redevelopment ❑ Residential IX Commercial ❑ Industrial ❑ Mixed Use ❑ Public ❑ Institutional ❑ Restaurant ❑ Uncovered Parking ❑ Retail Gas Outlet ❑ Auto Service (SIC code) ❑ Other PRESCHOOL (5013-5014,5541,7532-7534,7536-7539) Project Description: NEW 1739SF ONE STORY BLDG, DEMOLISH ASPHALT AREA, RECONFIGURE PARKING & PLAY AREA. Project Watershed/Receiving Water (creek, river or bay): SCVURPPP C.3.Data Form Page I of 4 November 2011 2. Project Size a.Total Site Area: b.Total Site Area Disturbed: 0.07 acre 16973 SF=0.39 acre (including clearing,gradin ,or excavating) a Proposed Area(ft2) Total Post-Project Existing Area(ft) z Replaced New Area(ft) I" ervious Area Roof 2538 2105 4643 Parking riveways 9229 524 8583 Sidr aft and Structs- PLA AREA 2918 2028 c.Total Impervious Area 14685 15254 d.Total new and replaced impervious area 2105+524=2629 Pervious Area Landscaping 2288 1719 Pervious Paving Other(e.g.Green Roof) e.Total Pervious Area 2288 3747 f.Percent Replacement of Impervious Area in Redevelopment Projects (Replaced Total Impervious Area Existing Total Impervious Area) x 100% _ 26?9/14685x1 D_=_1 % 3. State Construction General Permit Applicability: a. Is#2.b. equal to 1 acre or more? ❑ Yes, applicant must obtain coverage under the State Construction General Permit (i.e., file a Notice of Intent and prepare a Stormwater Pollution Prevention Plan) (see www.swreb.ca.gov/water issues/programs/stormwater/construction.shtml for details). KI No, applicant does not need coverage under the State Construction General Permit. 4. MRP Provision C.3 Applicability: a. Is#2.d. equal to 10,000 sq. ft. or more, or 5,000 sq. ft. or more for restaurants, auto service facilities, retail gas outlets, and uncovered parking? (*Note that for public projects, the 5,000 sq.ft threshold does not take effect until 1211112.) ❑ Yes, C.3. source control, site design and treatment requirements apply IN No, C.3. source control and site design requirements may apply—check with local agency b. Is#21. equal to 50% or more? ❑ Yes, C.3. requirements (site design and source control, as appropriate, and stormwater treatment) apply to entire site 0 No, C.3. requirements only apply to impervious area created and/or replaced 5. Hydromodification Management(HM) Applicability: a. Does project create and/or replace one acre or more of impervious surface AND is the total post-project impervious area greater than the pre-project (existing) impervious area? ❑ Yes (continue) 0 No—exempt from HM, go to page 3 b. Is the project located in an area of HM applicability(green area) on the HM Applicability Map? (www.scvurppp-w2k.com/hinp maps.htm) ❑ Yes, project must implement HM requirements IN No, project is exempt from HM requirements SCVURPPP C.3.Data Form Page 2 of 4 November 2011 f 6. Selection of Specific Stormwater Control Measures: Site Design Measures Source Control Measures Treatment Systems M Minimize land disturbed ❑ Alternative building M None (all impervious surface ❑ Minimize impervious materials drains to self-retaining areas) surfaces ❑ Wash area/racks, drain to LID Treatment M Minimum-impact street sanitary sewer ❑ Rainwater harvest and or parking lot design ❑ Covered dumpster area, use(e.g.,cistern or rain barrel ❑ Cluster structures/ drain to sanitary sewer2 sized for C.3.d treatment) pavement ❑ Sanitary sewer ❑ Infiltration basin ❑ Disconnected downspouts connection or accessible ❑ Infiltration trench cleanout for swimming ❑ Pervious pavement pool/spa/fountain2 ❑ Exfiltration trench ❑ Green roof IN Beneficial landscaping ❑ Underground detention (minimize irrigation,runoff, and infiltration system ❑ Microdetention in pesticides and fertilizers; (e.g.pervious pavement drain landscape promotes treatment) rock,large diameter conduit) ❑ Other self-treating area ❑ Outdoor material storage Biotreatment 3 ❑ Self-retaining area protection ❑ Bioretention area ❑ Rainwater harvesting and ❑ Covers, drains for loading ❑ Flow-through planter use(e.g.,rain barrel,cistern docks, maintenance bays, connected to roof drains)1 fueling areas ❑ Tree box with bioretention soils ❑ Preserved open space: M Maintenance (pavement ❑ Other ac. or sq. ft sweeping,catch basin .(circle one) cleaning,good housekeeping) ❑ Protected riparian and ❑ Storm drain labeling Other Treatment Methods wetland areas/buffers ❑ Proprietary tree box filter' (Setback from top of bank: ❑ Other ft) ❑ Media filter(sand,compost, El Other or proprietary media)4 ❑ Vegetated filter strips ❑ Dry detention basins ❑ Other Flow Duration Controls for Hydromodification Management(HM) ❑ Detention basin ❑ Underground ❑ Bioretention with outlet ❑ Other tank or vault control t Optional site design measure;does not have to be sized to comply with Provision C.3.d treatment requirements. 2 Subject to sanitary sewer authority requirements. 3 Biotreatment measures are allowed only with completed feasibility analysis showing that infiltration and rainwater harvest and use are infeasible. 'These treatment measures are only allowed if the project qualifies as a"Special Project". 5 These treatment measures are only allowed as part of a multi-step treatment process. SCVURPPP C.3.Data Form Page 3 of 4 November 2011 7. Treatment System Sizing for Projects with Treatment Requirements Indicate the hydraulic sizing criteria used and provide the calculated design flow or volume: Treatment System Component Hydraulic Sizing. Design Flow or Criteria Used Volume (cfs or cu.ft.) 3Key: la: Volume—WEF Method lb: Volume—CASQA BMP Handbook Method 2a: Flow—Factored Flood Flow Method 2b: Flow—CASQA BMP Handbook Method 2c: Flow—Uniform Intensity Method 3: Combination Flow and Volume Design Basis 8. Alternative Certification: Was the treatment system sizing and design reviewed by a qualified third- party professional that is not a member of the project team or agency staff? ❑ Yes ❑ No Name of Reviewer 9. Operation &Maintenance Information A. Property Owner's Name ATUL SHARMA B. Responsible Party for Stormwater Treatment/Hydromodification Control O&M: a. Name: ATUL SHARMA b. Address: c. Phone/E-mail: This section to be completed by Municipal staff. O&M Responsibility Mechanism Indicate how responsibility for O&M is assured. Check all that apply: ❑ O&M Agreement ❑ Other mechanism that assigns responsibility(describe below): Reviewed: Community Development Department Public Works Department Planning Division: Engineering: Building Division: Other(Specify): Return form to: Data entry performed by: SCVURPPP C.3.Data Form Page 4 of 4 November 2011 ( q Q n PROPERTY LINE J_ o_00--------------------------- + + + + + + + + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + + + + + PARKING #6+ 1 + + + + + + + + + + + + + + + + + + + + + +I w+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + OI 115 I + + + + + + + + + + + + + + + + -PARKING 7+ I o I+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I :+ + + + + + + + + + + ,+ + + + + + + + + + +++++ ++++ j / ++++++++++++-PARKING t8++ / j . 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