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Home My WebLink About1812 Davis Drive - PlansCD/PLG-Lewit, Erika From: Sent: To: Subject: Hello Dino, CD/PLG-Lewit, Erika Friday, October 30, 2015 1:38 PM ' DA' RE: 1812 Davis Dr. Roof I received you email and reviewed the plans based on the issues stated below. It does appear that although the plans are labeled with a 3:12 pitch for the second story roof, that they are actually drawn at a 4:12 pitch. As the existing roof pitch for the first floor is 5:12 and the proposed project is well under the height maximum, the Planning Division has determined that the second story can be built with a 5:12 pitch and that this revision does not require any additional Planning Commission review. It is noted for the roof ridge survey that you anticipate the new roof ridge to height to be 6 inches more than was approved; the approved project showed a maximum height of 21'-3" and you anticipate that the surveyed roof ridge will be 21'-9". Thank you, Erika Lewit Senior Planner, City of Burlingame elewit@burlin�ame.or� 650.558.7254 -----Original Message----- From: DA [mailto:daconstruct3Cc��mail.comJ Sent: Thursday, October 29, 2015 4:18 PM To: CD/PLG-Lewit, Erika Subject: 1812 Davis Dr. Roof Hi Erika, I came in to the counter today and spoke to you about the roof pitch at 1812Davis Dr. The existing roof pitch is 5/12 and the plans call for a 3/12, the elevation on page 3 as we scaled the roof it comes closer to the 5/12 which would match the existing. Per our conversation it would raise the roof line about 6inches which you thought would not be a problem and would look much nicer.Please confirm that I may go forward with the 5/12 pitch. Thank you for your help and consideration . Sincerely Dino Antoniazzi 650 888-5317 oKAVANAGH ENGINEERING 65a` 579�^960 � 5� (ol ' yiG/, �/h� )4n .._.__. rryx. ,a�,a,,a.� ,� Haq'�-C __". I --- ---� � �:� I��I��wd.�K- cu�b 5'l.IGi' �I�� L�.�1 _ �X��L�: ��b��=�� a" �� LL Lb.IJ t��• iJ T� � EMfi.i F.1- � 5h•48' �� =) � _� r -�c- h�ivun �� 1510 nagaTe 01. TEL�. (650) 5741944 • F.�. ( i � 15.O123 jmadeiral8/asol.com Joanne Gann 244 Fulton St. Rafwood City, Ca 94062 RE: 1812DavisDr. SPOTEI.EVATIONS DearJoanne: P« our contraa datcd I5.0115, we have completcd our survey of the project at 1612 Davis Dr. Reference elcvation is Ciry Bench Mazk #168, on the south-cesterly eurb of the inurseetion of Merco Polo and Da�is Dr. EI 9Z916. The results of our survey are u folbws: ELEVATION (F"C) Clty Datom 4 Property Corners: Front Right 5'.1 R Fmnt Left 5 i 7tS Back Riyht 55 48 Back Left 55.53 IS' Setbacka: 57 � � Front Right 57.68 Front Lcft Back Right 55.66 Back Left 55.59 Top af Curb Opposite Front Property Corners: 57.15 Front Right 57.61 Front Left Average Top of Cutb 57�-�8 4 Aouse Comers: 5� z � Right Front 57 8 � � Left Front Righl Back S?.G4 Left Back 55,76 Housc Finished Floor: Finished Floor at Main Entry 58.5? " QEOQ��F��'�4 VeryWlyyours, � � �� KAVANAGH ENGINEE2ING /' � � / � ra. � � Cherles L. Kavanagh s� � RCE 20858 ��OfCAUFO�' EMAIL: kavena6@m'a�:€ CIVIL DESIGN • SURVEVING • UT�LITIES �,EB � R a� SINCE 1983 AT T. NON-COMPLIANT PLUMBING FA'TL`RES TO BE REPLACED BY WATER- CONSERVING PLI;MBING FIXfI;RES WHEN A PROPERTY [S UNDERGOING AL1'$RAT[ONS OR IDSPROVEMP.NTS. PROJECI IX'ILL CObTPC.Y Vi�TTP "'-`1E 2013 GALIFORNIA F.NERGY EFF:CIENCY srnrmnxDs. " ANY HIDDEN CONDITIONS'CFLAT REQUIRE WORK TO BE PERF'ORMED BEYOND THE SCOPE OF TFiF. BUILDING PFRMIT ISStiEU FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVAIS fI�CLUDING REVIEW BY "I'HE PI.ANI�IIrG COMMISIONl"I'HE IIUILDING OWNGR,PROJECT DF_SIGNER, ANU i OR COD]'IRACTOR Mi1ST SUBMIT A RF.VISION TO THE CITY FOR ANY lC�'ORK tiOT GRAPH[CALLY ILLUSTRATF.D �)Ir 'I'HL': JOB COPY OF THE PL�NS PRIOR TO PERFORhfING THE WORIi. OSHA PERMIT WILL BE OBTAiNED POR THE SHORItiG AT THE E}iCAVATION IN THE BA�FMANT PER CAL/OSH.q REOL'IREMENTS. _ a. The vraSls of tRe proposea b�esement shall bo propedy shorcd, prior to conswcRon acdvity. 'Ihis excavaaon may nxd temporary shoring. A competen[ contractor shall be consulted for recortimendations and design of shoring scheme for the ezcavaaon. 'Ihe cecommended dcsign type ot saoring shall bc approved by the engineer of raord or soils engineer prior to usage. b. All appropnate guidelineS of ViHA shall be inco�porated inm the shoring design by the contractor. Where space permits+ temporary construcdon slopes may be utilized in lieu of shoring. Maximum allo:;able vertical cut for the subject project will be 5ve (5) feet Beyoad that hotizontal benchce of 5 fect wide will be requved. Temporary shores shall not excxd 1 ro 1(honzontal to vertie;al). In some areas due to higL moistme wn[ent / water teble, flatta slopes will be mquired wttich will be rewmmended by the soils engineer in the field. c. If shaing is required, speeify on the plans the licensed design professional that haz sole raponsibility to design and provide adequate shoring, bracing, formwork, etc. ss �equ'ued for the protection of life and property dur'v�g construction of the building. d. $horing end bracing s6a11 romain in place until floors, roof, and wall sheathin8 have been eAticely constructed. a Shonng plans shall be wet-stamped end sigaed by the engineer-of-record sud submitted to the city for review prior to wnstmetlon. If applicable, include surcharge -- loads from adjacent structures chat are within the mne of influence (45 degree wedge up the slope from the base of the retaining wal]) and / or driveway surchazge loads. � Note: NurMere and edtlre�see sha�l be p4.cnd on building in suc� e position es to be plainy vl�ible entl IegiUle front the s;:eet or �oatl oi property. The numbers shall cpntraet wiM Iheir backgrountl, ahell 6e e min. oi one�hell inch slroke Dy rtvo arM me�hetl inches high, antl thall be inlamelly w extemalty Illuminatetl in all new conatruction, aHeretiorn w repair W e.sling construction. The power ol such Illuminatbn ahall rrol be normally ew�Nche6le Ap residentlal proparties ezterior lighting outlats arM flzNres ahall rwt be bcatetl rtqre then a �ee� epove aEJacent yrade or required landing: walls w portio�s or waNe shell rwt be floodlit; only shlelde01igh1 lixtures which tocus Ilght downwara s�ap be allowed, except Mr Illuminatatl slreet number required by fire � daparcmem. 'CONSTUCTION HOURS" No pereon shell erect demolish, alter or repeir any building or atruCNra o�her than beM�een the fdlowirg hours except on!he cese o� urgent necessiry in the interett of WbHc hee1M erW aafery, entl Men only wilh prbr wAtten approval hom thB gWltllrg plficiel, which epproval shall be yronted for e perlotl rrot to exceed tlxee days. Hofideys are Me flrst tlay of Jenuary, Ihirtl Mondey ot February, Ne lest MonAey d May, ttre Iwrlh dey d Juty, t�e tirst Monday o� September, Me qM��ry c�ay p� rypvgm0e�, the fourlh Thurstley of NovemOer, or Ihe lwenry-lifth dgy W December lalls upon a SurMey the lolbvring Mondey is a ho60ay. MaMey IMough Frlday: 7AM TO 7PM geWraeya; 9AM TO 6PM $undeya entl HoNdaye: tOAM TO BPM r-- �� l-- 5! o" �I-�� / � 'f`Ri 0 � ��r0 ��il'.'L'1�� ' � m 0 r � ►� , �'i6�i e, � � ,�� S. O � . �� O G � �� s � �� J ' � O �m� � � �� ' s ��' �� N � u O, ri Q �� /.� � �-� - -- �- - - � BLOCK A`'ERAGI:�IG: � 1900 25' � 181G 22.3' � 1812 22.3' 1808 19.3' 1804 193' 1800 18.5' 1712 1�' 1708 20' 1704 15' 1700 24' TOTAL 202.7' AVERAGE 20.1' -�- - - - -- - - --'-- - I� � �� f-' - - i."-:1- _s =-�� ' I a0 a! j � .v �� I i , III� �o i ;i � - ��-- iL ra'. f =�13+' +�� 4`� „-_. _-s-_ -.; � _ ec,our FLcv��Lwu __ S�ITE INFOI2MA7'ION PROPERTY ADDRESS SITE AREA ASSESSORS PARCEL N[J.'v1BER ZONE DISTRICT OCCUPANCY GROUP CONSTRUCTION TYPE NUMBER OF STORIES BUILDING SITE COVERAGE EXISTING FIRST FLOOR EXISTING GP.RAGE EXISTING FIREPLACE EXISTING COVERED PORCHES (2333-10�1233) TOTAL EXISTING NEW FIRST FLOOR NEW SECOND FLOOR TOTAL TOTALFARCOVERAGE (32 x 5250) +1,100 = 2,780 MAX FAR LOTCOVERAGE 4o^i minx.2.too � 1812 DAVIS DRIVE 5,250S.ti. 025-201-030 R-1 R3N VB TWO 5 CORY 1,362.5 SF 362.6 SF 9.4 SF 123.3 SF 1,857.8 SF 54.8 SF . 376_7 SF � 431.5 SF 2,2893 SF 1,912.6 SF 36.4 % �PPi ICABLE CODES AND REGULATT N Celifornia Residentiel Code 2013 Califomia Building Code 2013 Califomia Fre Code 2013 Califomia Plumbing Code 2013 Celifornia Electrical Code 2013 Califomia Mechanical Code 2013 Califomia Energy Code 2010 California Energy Efficiency Stendards 2010 Califomia Green Building Standards Code 2013 SHEET INDEX 1 SITE PLAN 2 PROPOSED FIRST FLOOR PLAN 3 PROPOSED SECOND FLOOR PLAN�SECTION 4 ELEVATIONS 5 EXISTING FLOOR PLAN 6 EXISTING ELEVATIONS 7 POLLUTION PREVENTION PLAN CONTA�TS BUILDING DESIGN JO ANN GANN 244 FULTON STREET REDWOOD CITY, CA 94o6z 650-464-918z OWNER CANDY NAGARE �8�2 DAVIS DRIVE BURLINGAME, CA 650-689-5464 SCOPE OF WORK SECOND FLOOR ADDITION OF 366.7 SF ADDING ONE BEDROOM AND BATH. � _�5'e...�.. -'- I _ _ 1 - i � -�=i� - I a� _ II, =13��, � i � �� _ I � �- �I � - J -- �_ _ _____'__II 'i�5-"� P - ..w.a ...�v� FIRST FLOOR 1) 14 X 19 = 266 2) 333 X 15 = 499.9 3) 35.SX16=568 4) I4.3X2=28.6 5) 15.6 X 3.5 = 54.8 6) 1.6X5.6=9.4 7) 2t3X17=362.6 TOTAL 1,7893 SECOND FLOOR 8) 12.6 X 43 = 54.8 9) 18x12.3=221.9 10)4.6x12=56 � 11)9 x 3.3 = 29.9 � 12)3.8 x 3.6 = 14.1 TOTAL 376.7 n `I REVI810N8 BY ., 4,y,�� „� .2;4�zs�l� ,taE � N Q � � C u E t � �. �W V � V i. � � � ��$� rn N a�a �--,o�� U G y o _ t � �a� ❑ O ° W ��'� a� � Q I ztT�. �.�► C', � O 4� O �q�� .� � 4" (� b Q Q �W � N � a '� � � t� '� � Q � �z0°� �--1 Dw L�G�'IG7 � AS No� On�n ,MG � �� SMMt � a � sn.w � % : (�i t�i�Ewa.-( I � LrcMey ec�c�e �K T�E i HYt-(c.E H�j�t� � �--- - - �t:/ �.�� JG�i,4 �, � � ___.��m I � '/ � _� \V I � � —� ----- I�� J I hG�.LE '� '/4'= I ' o" 1�� L�.��.�r�: ---i �xIhT�Nc� --�'fo p�t �F�taV�e � N�w �� iEVISI0N8 %4 S� I�r � � � '— cd � a. C U t ��o � 7 �.�� b.�� a�� -��#� 0 v��=�- 2 N L � � 0. '�' � � �� Y � � N '��U �00`2 �. ..-I � w' � � W 0 -� q � '� 'c� b �n� U Q M ^ .--1 i�i � Q� �a�� wQ� :� e� cv r: rzz°0� � °"' 7,�i• I 5 °c�'Jl2 NoT�D °"'" J M � 'q-o�8 sn»� � or � an..�, — —��-- _— _ _ � fi �� a� I !� I HEVISIONS .^%4 ce�i�i � M � �o � rn '� � c� fi a � t C� � � o � � $ � �,'°�� N td � v � r—' O � �u E U C."�o_ t � �a� o= W �� N � � N 6'...�-a.C.I%�ri ��-_'I� I � � � � � �J � __ �� a,�.� ; '/q--°� I � o,� � --� � °'�--�I �/ j --�-- �� y, � i I I �- i .. � - J � � o � �� ' W � `� � GI,o• � I S I�ol ii �� —� _�� oi�I I� �L oorz �L�.N --- �X�,LE; ��4„_ l i Q�� .� o � o � t� N � b � .� � b � b Q U ... a�� p� 'S � � � �yQan � r. � ;� eCN'� � � � � xz�a� o.r �,T�.,� �.» � uo-r�.� o�... � � Iq.o� an..� � a � s�»w � _- -- —��1,4�. _ ---��g„ — I � � I , I 1 ��- 0 .� � iJ � ��D 4h• �yi' 70� ' t�ir9 r/ri,�iv' I � - � _ � . i �-j i : . . . . � -. . � � , �. �.l .. � _ . ; .I � — — , . _ � L I - --- - ' - ' , . -� .. J" , - -- _ _ � ' i �--,� ' � . � �� • . . _y � � - - � .�'' ' � � .I 1�, I �� . I � ' - - _ ' �'. ' ' _ _ - . . , , . . . -�----- . . . --- -- _._ . _ . . r ' _ � — ' ---- - - — �=��`�_ _� I� E V�`T� oN � �.i— �I�►-17 �L�.vA�►oN — T— REVISIONS '�,ji 4y,i� ��Z,4�28•IFi H L N cd g � �-' "��o i C7`j^-o � � � a � � a �o�..'�e V � � o _ 2 "a� o tr7 � �' a v � � l�Ev�A'fio N S �a�,�„ t� �— � , I � � I GOF�j�Ohl"�DFl �'If1l�L.�:� GL1�E-t'�'✓� I � 12 CMh'tu�l F�� ---- _ — � ____ � � , �_ �— _ � � - - � . �_� L 1� �_ i ii J —3°uloo giMToMaTctl Fx '. �. � �-� - ' � I � �- ', � � �} ;' ,"A. • , -! � � � � � , . �TU c�o _ i � . _ ''i�.�l i ' • II . �MATcHFx� 1� - -- ,�_ - � � (� �� 7 �L��i�,�lo�l _ . , ,. . ' � - , � !� ' . � ..-i � .h . Y __�_U . .. _� �. . . �+ � FU0.12' . .. ^ ,, . _' _ .— _ �_ � . _ -: _— _- �— -�_�. ,y': O � O - -- -- _- � - � + G� � ..`*"� --- - - '" C"i 9 - _ 'd . -- _. — — �= -- � j �--�, ��— _-��' _ � ,d Q U i j.I ��,I �n �� I� L. __ �' � =,,�-1 - o I I jJ � � I� � � �- �—_ � I I i ,-, � v� � . _ ° �L. L r L 1��1=f � '�JI-_l�l ' — ° �' `� °� ~ � � � � ;�. � �� j 1 � � - � a � - ,_�_� � _, ;� � �Q � f '_ _ �� -�� ; I � -t-, � � Ce� wa�acuv i t � � � � i.� �i , _ , ., r��nNa : �{ '� e� N 'r - r -- - �(�'-1!-! I� '�. .!!� �ICI�IIJ 1 ! :. , ��,��. ��y�.52 � � � � � � �� ,. � - � - _ _ �-- ---! ' _ z z �i4.�v� F'oe aTooyi,�ia�� n4iL C� Wa� i Yov �i4.h3' C� T7� n��E �� `-- _ _. �y .�-" -- � °� 2 � ��i � -d�LL{J�W WII.1bokY '. � aow�'� NOTED -- _ - -� v _� -- -� � �.o�T �� .v� i oN -___ �.�u��uu� L� � M i ^ , woob Iu�TE�o� � ,� —� ��,6.L�. :/�F = I o �s-riuc-� i�liueaws�. r°" 14o�i8 Wovb u�b ;'� si,..� ,�.Ll-.�C ��MN N . _ _� l� I ��-_.-__� - - Ot � 6h»b �?.18� --------- - --r- h�.�k' � �----- � � � I I � - �k O - _� �I �I il �- C� �i' � —� -- l4'-4" � G�� I,�ii '�o%o �LEG 0 J � d�- Q � 4a4a LI .�i �1 �f a f%I�iINc� � - [r �o N � r.7 T i . . � � � � � S � C2) 4-�4-0 ~ 40 40 � r --- - - - - - -- --- -'�— _ � C� �-o" _ - ----- lGf I-O" i. _�� o� ��. �5c.a� E ; l�", �' o,� REVISIONS i. � N � ��o t C7 z� _ o � �� U d � ' `.� °o `r � o �j �o��#E U �y`o� i � gaw ��; �-,w u � /\ N I--I C�F�D�' � C� .,.. �i L�i O � O 'i t� � � 'b � � U d :d Q c� � � � c� � � Q ao � i. �+" ;� Ri N :� rzz0°� ".r 2-�/ I�J a�w �,S N�D �-^ JM �°" �40� �� a a�. � — —� / — � / � � � . � � C �� - �L �V��' lo � C �� L �. �T �� n.-�� o N �— —�— —� / � / � � �� — ' �. �— �-- � � \ T— ----- —___.— I f � I �.--�--�--- — � +�-T E � ��/��i o N HEYI810N8 <�4•�.� i� N L p � � 'G-� C� c<.�. o t ('J E' c o �vp� � � ��^ �o��tt� U GNo� i 6 �au C � �'_'' a Q � :�i�l-�.Vfi�-I1of� � � � O y O � V � � � � � U d:�Q caay�c� � wQ � � eON;~ � � � � � � � � °'�' 2�Fi•I�J �°"' As µo"t�r, °m^ JM Joe I /�'O�b s�..� / �v a , � --- - _ �� -� I�T � � ��/�'� 10 ►�l �G� L �.; '/�"- I'-d" �"�� _ � � —\ � � � � .� n . • Co struct�on • Best Man a ement Pract�ces BMPs g SAN MATEO COUNTYWIDE . � VV�t��' POII�t10�1 Construction projects are re uired to im lement th Pi�\/�i1t1011 PI'Ogf'al'Yl � p e stormwater best management practices {B1V�) on this page, as they apply to your pro� ect, all year long. Ci�an Water. He�l�hy Communitiy. . I�aieri�ls & �Vaste 1Vlanagement � _ Eart�wo�k & Conta�nated 5oils • Maintenance and Parlang Non-Hazardons Materials ❑ Desi�ate an area, fitted with appropriate BMPs, for ❑ Berm and cover stockpiles of sand, dirt or other construction material vehicle and equipment parkmg and storage. with tarps when rain is forecast or if not ac6vely being used within ❑ Perform major maintenance, repair jobs, and vehicle 14 days. and equipment washing off site. ❑ Use (but don't overuse) reclaimed water for dust conlrol. ❑ If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains Hazardous Materials and over a drip pan big enough to collect fluids. ❑ Label all hazardous materials and hazardous wastes (such as RecYcle or dispose of 8uids as hazazdous waste. pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in ❑ If vehicle or equipment cleaning must be done onsite, accordance with city, county, state and federal regulations._ clean with water only in a bermed area that will not ❑ Store hazardous materials and wastes in water tight containers, store �ow rinse water to run into gutters, streets, storm in appropriate secondary containment, and cover them at the end of �� °r surface waters. every work day or during wet weather or when rain is forecast. � Do not clean vehicle or equipment onsite using soaps, ❑ Follow manufactiuer's application instructions for hazardous solvents, degreasers, steam cleaning equipment, etc. materials and be careful not to use more than necessary. Do not apply chemicals outdoors whed rain is forecest within 24 hours: . Spill Prevention and Control ❑ Arrange. for appropriate disposal of all hazardous wastes. ❑ Keep spill cleanup materials (rags, absorbents, etc.) available at the construction site at all times, Waste Management ❑ Inspect velucles and equipment f�equently for and ❑ Cover waste disposal containers securely with tarps at the end of �P� leaks promptly. Use drip pans to catch leaks every work day and during wet weather. �� e. ❑ Check waste disposal containars frequently foi leaks and to make � �� spills or leaks immediately and dispose of sure they are not overfilled. Nevei hose down a dumpster on the °��uP �terials properly. construcdon site. ❑ Do not hose down surfaces where.$uids haye spilled. ❑ Clean or repiace portable toilets, and inspeet them frequenfly for. Use dry cleanup methods (absorbent materials, cat leaks and spills. litter, and/or rags). 0 Dispose of all wastes and debris 1. Rec cle materials and � S�'�P up spilled dr}' materials immediately. Do not �� y y try to wash them away with water, or bury them. wastes that can be recycled (such as asphatt, conerete, aggaegate base materials, wood, gYP �� PiP�, etc.) ❑ Clean up spills on dirt areas by digP,ing nP and ❑ Dispose of liquid residues from p.aints, thinners, solvents, glues, and PropeTly disposing of contaminated soil. cleaning fluids as hazardous waste. ❑ Report significant spills immediately. ,You are required by law to report. all significant releases of hazardous Constrnction Entrances and Perimeter ��na1s, including oil. To report a spill: 1) Dia1911 or your local emergency response number, 2) Call the ❑ Establish and maintain effective perimeter controls and statiilize all Govemor's Office of Emergency Services Wazning conshuction entrances and exits to sufficiendy control erosion and Canter, (800) 852-7550 (24 hours). sediment discharges from site and hacking off site. ❑ Sweep or vacuum any sheet tracldng immediately and secure sediment source to prevent further tt��aaccking. Nevar hose. dowa streets • to �� uP ��. ; Storm drain pollut Equipment li�Yan�gement & Spill Control Erosion Control ❑ Schedule grading and excavation work for dry weather only. ❑ Stabilize all denuded azeas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is establisheii. ❑ Seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. Sediment Control ❑ Protect storm drain inlets, gutters, ditches, and drainage courses with appropriate BMPs, such as gravel bags, fiber rolls, beims, etc. ❑ Prevent.sediment from uugrating offsite by installing and maintaining sediment controls, such as fiber rolls, silt fences, or sediment basins. ❑ Keep excavated soil on the site where it will not collect into the street. ❑ Transfer excavated materials to dump trucks on the site, not in the street. ❑ Contaminated Soils ❑ If any of the following conditions are observed, test for contamination and . conEact the Regional V✓ater Quality Control Board: ■ Unusual soil conditions, discoloration, or odor. e Abandoned underground.tanks. ■ Abandoned wells � Buried barrels, debris, ar hash. ers ma� Pa�g/Asphali Work ❑ Avoid paving and seal coating in wet weather, or when rain is forecast before fresh pavement will have time to cure. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry "seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or saud Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Completely cover or barricade starm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, ar vacuum saw-cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). ❑ If sawcut slurry enters a catch basin, clean it up immediately. Concrete, G�out & 1Vlortap ApPlica�io�t ❑ Store concrete, grout and mortar under cover, on pallets and away from drainage areas. These materials must never reach a storm drain. ❑ VJash out concrete equipment/trucks offsite or in a contained area, so there is no discharge into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ Collect the wash water from washing exposed aggregate concrete and remove it for appropriate disposal offsite. Dewatering ❑ Effectively menage all run-on, all runoff within the site, and all runoff that discharges from the site. Divert run-on water from o$site away from alI disturbed areas or otherwise ensure compliance. O When dewatering, notify and obtain approva! from the local municipality before discharging water to a street gutter or storm drain. Filtradon ar diversion through a basin, tank, or sediment �ap may be required. ❑ In areas of lmown contamination, testing is required prior to reuse or discharge of groundwater. Consult with the Engineer to determine whether testing is required and how to interpret results. Contaminated groundwater must be treated or hauled off-site for prc�per disposal. be liable for fines of up to $10�000 per day! �'ainting � Paia�t �eanodal Painting cleanup ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or surface waters. ❑ For water-based paints, paint out brushes to the extent possible. Rinse to the sanitary sewer once you have gained permission from the local wastewater treatment authority. Never pour paint down a drain. ❑ For oil-based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of residue and unusable thinner/solvents as hazazdous waste. Paint removal ❑ Chemical paint stripping residue and clups and dust from marine paints or paints containing lead or tributyltin must be disposed of as hazardous waste. ❑ Paint chips and dust from non-hazardous dry stripping and sand blasting may be swept up ar collected in plastic drop clotfis and disposed of as trash. I,anclscape 11�aterials � �' ; `;�] ❑ Contain stockpiled landscaping materials by storing them under tarps when they are not actively being used. ❑ Stack erodible landscape material on pallets. Cover or store these materials when they are not actively being used or applied. ❑ Discontin�e application of any erodible landscape ¢naterial within 2 days before a forecast ralin event or during wet weather.