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Home My WebLink AboutBuilding Permit 06.0938 Vukan MATERIAL SAFETY DATA SHEET . ,,.< 24 Hour Emergency Phone 316 / 524- 5751 HDAICAU Jivi*ion of Vulcan Material• Company P D Box 530390 Blr r fnandm, AL 35253-0380 SECTION 1 PRODUCT IDENTIFICATION CHEMICAL NAAAE CHEMfCAL FORMULA IWOLECULAR WEIGHT Chlorine Cl2 70 . 90 PRODUCT NAME Chlorine SYNONYMS DOT tDENTIFICATION NO. Liquid Chlorine UN 1017 SECTION Z COMPONENT DATA CHEMICAL NAME CAS NUMBER % (wt. ) Approx OSHA PEL Chlorine 7782-50- 5 100 1 . 0 ppm Ceiling Denotes chemical subject to reportinc requirements of Section 313 of Tide III of the 1986 Superfund Amendments and Reauthorization Act (SARA ) and 40 CFR Pert 372 SECTION 3 PHYSICAL DATA APPEARANCE AND ODOR SPECIFIC GRAVITY Greenish-yellow gas , amber liquid , Liquid 1 , 467 @ OOC pungent odor BOEING POINT VAPOR DENSITY IN AIR (Air = 1 ) 29 . 3 ° F (-34 . 0 ° C) 2 . 5 VAPOR PRESSURE % VOLATILE BY VOLUME 71 psig @ 60 e F 100 EVAPORATION RATE SOLUBILITY IN WATER Not Applicable Slight SECTION 4 REACTIVITY INFORMATION STABILRY Stable CONDITIONS TO AVOW Dry chlorine is highly reactive with titanium and tin . Reacts with most metals at high temperatures : :Ro.i cts with water to produce hydrochloric and hydrochlorous acids , which are corrosive to most metals ( See rection 8I INCOMPATIBLE MATERIALS Ammonia , elemental metals , certain metal hydrides , carbides , nitrides , oxides , phosphides and sulfi¢ee ,; , easily oxidized materials , organic materials (e . g . petrochemicals , oils , greases ) and unstable and reactive compounds. I 1 I!5 v HAZANDOUS DECOMPOSITION PRODUCTS Will not decompose . HAZARDOUS PGLYMERIZATiON Will not occur . SECTION 5 FIRE AND EXPLOSION HAZARD INFORMATION FLASH POWT FLAMMABLE LIMITS IN AIR None Non -flammable but does support combustion . EXTINGUISHING MEDIA NFPTRATUYGS None Hmmability 0 ; Reactivity 0 ; OX UNUSUAL FIRE AND EXPLG8IGN HAZARDS Apply water to keep containers cool . Do not apply water to leaking containers , refer to Reactivity Data , Section 4 . Remove chlorine containers from fire zone if possible . Firefighters should wear self- contained , positive- pressure breathing apparatus , and a one piece , total -encapsulating suit of Butyl coated nylon or equivalent . SECTION f TOXICITY AND FIRST AID EXPOSURE STANDARDS IMMEDIATELY DANGEROUS TO LIFE OR HEALTH : ACGIH : 0 . 5 ppm ( 8 hr ) TWA , 1 ppm STEL IDLH : 30 ppm OSHA : 1 . 0 ppm Ceiling ( odor threshold approximately 0 . 3 ppm - highly variable especially with individuals routinely exposed ) When exposure to this product and other chemicals is cancurrent , the exposure limit must be defined in the workplace . Effects described In this section aro believed nos to occur if exposures ara maintainad of or below the appropriate TLV ' s, howevor because of the wide variation in individual susceptibility, these exposure limits may not he applicable to all pereorm and those with the medical conditions listed below . MEDICAL CONDMONS A042RAVATED BY EXPOSURE Asthma , bronchitis , emphysema and other lung diseases , and chronic nose , sinus or throat conditions . ACUTE TOXICITY PRIMARY ROUTES OF EXPOSURE Inhalation INHALATION Major potential route of exposure . Chlorine is a respiratory irritant . Concentrations of 3 - 8 ppm can cause V rritation of the nose and mucous membrane of the upper respiratory tract followed by headache and coughing . 10 ppm can cause severe irritation of respiratory tract with 15 - 20 ppm causing intense cough . Other symptoms of overexposure can include nausea , vomiting , dizziness , shortness of breath and chest pain . Pulmonary edema and chemical pneumonia can develop and may occur hours after exposure . Exposures to concentrations above 25 ppm can cause unconsciousness and death . Exposures to humans to . 5 ppm for 8 hours and 1 ppm for 4 hours have caused transient decreased pulmonary capacity , as measured by pulmonary function tests . In persons exposed to acute , non-lethal levels , decreased pulmonary capacity is followed by a gradual return to normal . In some cases long lasting effects have been observed . SKIN Liquid contact can cause local irritation and burns . Chlorine vapors can cause irritation , burning and blisters . EYE Liquid contact can cause irritation and burns . Vapur concentrations of 1 ppm can cause redness , teari , g and irritation of eyes . ((�IGESTiON Chlorine is pas at room temperature . Ingested liquid chlorine can cause severe bums of mouth , esophagus and stomach . Nausea and vomiting are likely to occur . 2 FIRST AID INHALATION If person experiences nausea , headache , dizziness , difficulty breathing or other symptoms , remove to fresh air until symptoms disappear. If breathing remains difficult, administer oxygen and contact a physician immediately. If breathing stops , start artificial respiration and call for emergency assistance . Keep patient warm and at rest. Note to Physician : Monitor closely for delayed onset of pulmonary edema and chemical pneumonia . Provide treatment as is medically indicated . SKIN Remove contaminated clothing and shoes . Wash exposed area thoroughly with large quantities of water for at least 15 minutes . Wash contaminated clothing before reuse. EVES Flush eyes immediately with water for at least 15 minutes , periodically lifting the upper and lower eyelids . Call a physician at once if irritation of the eyes , skin or other body surfaces persists . INGESTION 0o not induce vomiting , If person is conscious , give water or milk and contact physician immediately . Co not give anything by mouth if unconscious . CHRONIC TOXICITY Numerous studies have been conducted to determine the potential chlorine has to cause chronic effects . in rats exposed to concentrations up to 9 ppm for 6 hours a day, 5 days a week for 6 weeks , decreases in -body weight and inflammation of the respiratory tract were observed . At exposures of 3 and 9 ppm , changes in the liver and kidneys were also noted . Rabbits and guinea pigs exposed to 1 . 7 ppm for 9 months showed weight loss and a decreased resistance to disease . No adverse effects were observed in rabbits and guinea pigs at levels of . 7 ppm . Guinea pigs exposed to . 1 . 6 ppm for 5 hours a da for 47 days Y . y and injected with tuberculosis ( bacteria) displayed P Ved shorter life cycles , than those exposed to just one of the agents . Rats with pulmonary disease showed an increased response to chlorine . Rhesus monkeys exposed to concentrations up to 2 . 3 ppm for 6 hours a day , 5 days a week for one year did not exhibit any signs of chronic toxicity , except for eye irritation . A study of 600 diaphragm call workers from 25 plants with an average duration of exposure of 11 years exposed to . 006 to 1 . 42 ppm , showed no statistically significant increase in abnormal chest x- rays , EKGs or pulmonary function tests . CARCINOGENKM One study has been conducted to evaluate chlorine' s ability to cause cancer in experimental animals . Seven generations of rats were exposed by ingestion to highly chlorinated water daily ( 100 mg/liter) . No increased incidences of tumors were observed . Chlorine is not listed on the IARC, NTP or OSHA carcinogen lists . REPRODUCTIVE TCMCrrY Two studies have been conducted to assess the ability of chlorine to cause reproductive effects . Rabbits exposed by inhalation to concentrations up to 1 . 5 ppm and rats exposed by ingestion to highly chlorinated drinking water daily for seven generations did not display any adverse reproductive effects. SECTION 7 PERSONAL PROTECTION AND CONTROLS RESPIRATORY PROTECTION Where vapor concentration exceeds or is likely to exceed 0 . 5 ppm , a NIOSH /MSHA approved full face chlorine type respirator is acceptable . A NIOSH /MSHA. approved self-contained breathing apparatus , with full faceplece , is required for vapor concentrations above 30 ppm and for leaks and/or emergencies . Follow any ' . applicable respirator use standards and regulations. 3 V12NIT1LATION As necessary to maintain vapor concentrations below 1 ppm , at ail times . SPUN PROTECTION Wear cotton or leather gloves during normal operations to avoid freeze burns. \IYE PROTECTION Wear safety glasses . Contact tenses should not be wom . Chemical goggles should be worn when Operating valves and connecting or disconnecting chlorine lines . HYMENE Avoid contact with skin and avoid breathing vapors . Do not eat, drink, or smoke in work area . Wash hands prior to eating . drinking, or using restroom . Any clothing or shoes which become contaminated with chlorine should be removed immediately and thoroughly laundered before wearing again . OTHER CONTROL MEASURES To determine the exposure level(s ) , monitoring should be performed regularly , Wear respirator while operating valves and connecting or disconnecting lines . Safety shower and eye wash fountain should be available . NOTE: Protective equipment and clothing should be selected , used , and maintained according to applicable standards and regulations , For further information , contact the clothing or equipment manufacturer or the Vulcan Chemicals Technical Service Department. SECTION 8 HANDLING AND :STORAGE Follow protective controls set forth in Section 7 when handling this product. Do not attempt to handle , store, or use chlorine without complete review of The Chlorine Institute ' s- Chlorine Manual . Any use as a pesticide must be in a manner consistent with the labeling . Store properly labeled containers in a cool , dry , well -ventilated area and away from basements , pits , etc . Room vents should be located at floor level . Vapors are heavier than air and will collect in low areas . Da not enter confined spaces such as tanks or pit; without following proper entry procedures as required by- 29 CFR 1910 . 146 . Do not apply heat to a chlorine container . Do not remove or deface label or tags . Chlorine piping and equipment must be thoroughly cleaned of organics and moisture before use . Keep chlorine piping and handling equipment clean and dry . Liquid chlorine lines must have suitable expansion chambers between block valves due to the high coefficient of expansion . SARA Title iII Hazard Categories : immediate Health , Fire, Sudden Release of Pressure . SECTION 9 SPiLL . LEAK AND DISPOSAL PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Move unprotected personnel upwind or crosswind out of danger area . Wear One-piece , total encapsulating suit of Butyl coated nylon or equivalent with self-contained breathing apparatus . Isolate leak to whatever extent possible . If a chlorine container is leaking , try to position it so that pas rather than liquid leaks ; apply emergency kit device if possible . For other than minor leaks , immediately implement predetermined emergency plan . Call CHEMTREC or supplier when help is needed . Reportable Quantity ( RQ ) is 10 lbs . Notify National Response Center ( 800/424-8802 ) of uncontained releases to the environment in excess of the RQ . WASTE DISPOSAL AAETHOD Chlorine gas will disperse to the atmosphere leaving no residue . Chlorine may be neutralized by introducing it in to caustic soda , soda ash , or hydrated lime . Liquid and /or solid residues from neutralization must be disposed of in a permitted waste management facility _ Consult federal , state , or local disposal authorities for approved procedures. } 4 SECTION 10 TRANSP RTATION INFORMATION DOT SfiWMQ DESCAiPTIoN 149 CFR 1721x11 PLACARD REQUIRED Chlorine, 2 . 3 , Poison Gas, UN 1017 , RQ Poison Gas , 1017 , Clasa 2 Poison4nhalation Hazard , Hazard Zone 8 , Marine Pollutant �LAMM REQUIRED Poison Gas, Class 2 , Corrosive Label as required by OSHA Hazard Communication Standard , and any applicable state and local regulations . _a:6 eavao :w v w • xr:. . . .:.:: ra. •: < .:. ,...w..::.,., . . ::. . ... :M Crt1 r tart i �•}':: : • Y• rEx ,.: F r. en o btfreri:rPai'm RONCalt°> ` IN - sollee : t2 haus�a : ?dam r ,,.•a „= Vulcan Chemicals: M:fo"reiiie . .e„ l„ 9�n r.toxteo Q? ica] al •:: : . :.:r.,:..,..... . . :. �,fi. . .: : . .: .. . . .r „,a . Technical a�dvEnvironmental Sarvices r x<.: P.. : to a. NNI 3.0 .390: w W .: 'WH6. .::< <:5�•=: <.,<O •.i:vY .w Y• m . o •:•:t �. sem. ,N :. 8lrmi:: :hafil> 'Yr low �;taww • 4 >;AL 35253'=aval 3'9Q' : ' �`•e aafi ` 3: Ver Etr ctk rifoi ` £.,w.,. matitin•N ;. . :=5�5ti2to 80q0 /54898.IN,7iv,3 . at , C.: M mei Iq RrrtoriQ y 'throu h Frid ,., Q aY NaT1E . Nulcsrt Cherr>{cats 8bliev thec tNbIN I mformat,on aon[a+ rted ort this I IN el tnacerref•safecy. data sheet ia acc�raca. :The suggestn<I ;'procaduree pro 6aoa� an rHicpenaacs �s 4t 211e data of pn6tiCsuon ' i }1ek errs nor naaessarily, elf-inclusive. nor. Cully ariequece: in ever +F l Ill. all' ;; :: 3 tireumstanea, Alao„tAtLuppa8uans ethuuld nor ba ; eotifcisod with •hot fcllaWed ul^v;oletion . oE° ItlSltiprtQe:%r�gVlGettlentq . . .. ..„,.•. :".”. . .a,•. ... . r. ,. . . ., > all . applicaGta tawe rapulauon, rules > N all `. ,^„r•.,..•w _• NO W�pR/l1VrlY ; t$'.MiCtll `EXPRE1t8 :QR 1IMPSlEO bF ER v>::: M CSt�IfrA8lCtifFl TNES$ a FOR R PARTItxI agg p M R PORP R aTHERIta 114 Date of Preparation : January 1 , 1995 (Ramseda Reformatted and Reprinted : January 15 , 1996 ) FORM 3239 = 310 - 4 r 5 i C-5 P. O. Box 1346 Pittsburgh , PA 15230- 1346 `� `�� " `T �-=�+� Phone — (412)494-8000 C O R P O A A T ! O N CHEMTAECO 1 -800-424-9300 MATERIAL SAFETY DATA SHEET Section 1 . PRODUCT IDENTIFICATION PRODUCT NAME: t:-5 CHEMICAL DESCRIPTION : Aqueous phosphate solution PRODUCT CLASS: Corrosion and deposit inhibitor MSDS CODE: OK26 Section 2 . INFORMATION ON INGREDIENTS CAS % by Chemical Name Humbarsm Weight OSHA EEL ACGIH TLV ` No ingredients listed in this section ' This product is not considered to be hazardous according to the criteria of the U . S . Federal OSHA Hazard Communication Standard �(29 CFR 1910. 1200) and is not a controlled product under WHMIS in Canada. Section 3. HAZARDS IDENTIFICATION * * * * * * * * * * * * * * * * * * * * * EMERGENCY OVERVIEW * * * * * * * * * * * * * * * * * * * * * Clear, slightly viscous liquid. This product poses little or no immediate hazard. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * PRIMARY ROUTES OF ENTRY : None TARGET ORGANS : None MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: None known POTENTIAL HEALTH EFFECTS : EYE CONTACT: This product would be classified as practically non-irritating to the eye. SKIN CONTACT: The product is not expected to cause skin irritation upon contact. No data is available to suggest that this product may produce an allergic skin reaction or be absorbed through the skin in harmful amounts . Page 1 MSDS Code : OK26 IContinued on Page 2 Issue Date: 8/20/97 1v � C -5 INGESTION: This product would be considered practically non-toxic by ingestion. ii ingested in large amounts, nausea, vomiting, and diarrhea are probable. Since phosphates are slowly and incompletely absorbed, systemic reactions are unlikely when these salts are swallowed . Polyphosphates are thought to be hydrolyzed to orthophosphates before absorption , which may induce a metabolic acidosis. If appreciable amounts of the Intact polymer are absorbed from the alimentary tract, hypccalcemic tetany (muscular contractions, pains* tingling , etc, caused by a deficiency of calcium salts) may be a danger due to the binding of ionized calcium. INHALATION: This product is not expected to present an inhalation hazard. SUBCHRONIC , CHRONIC: No applicable information was found concerning any potential health effects resulting from subchronic or chronic exposure to the product. CARCINOGENICITY : NTP: *No ingredients listed in this sectlon" IARC: 'No ingredients listed in this section' OSHA: "No Ingredients listed In this section` Section 4. FIRST AID MEASURES EYE CONTACT: Not expected to require first aid measures . However, follow good industrial hygiene practices and , In case of contact , flush eyes with plenty of water. SKIN CONTACT: Not expected to require first aid measures . However, follow good Industrial hygiene practices and, in case of contact, wash affected skin areas thoroughly with soap and water. INGESTION : Not an expected route of overexposure. If swallowed , do not induce vomiting . Call a physician. This product would be expected to be practically non-toxic by ingestion. INHALATION: Not an expected route of overexposure . However, if exposure by Inhalation Is suspected, move individual to fresh air. Aid In breathing if necessary and seek medical aid if symptoms occur. Section 5 . FIRE-FIGHTING MEASURES FLASH POINT$ None LOWER FLAMMABLE UMIT: Not available UPPER FLAMMABLE LIMIT; Not available AUT04GNITION TEMPERATURE: Not available EXTINGUISHING MEDIA: Use extinguishing media appropriate for the surrounding fire . FiRE- FIGHTING INSTRUCTIONS ; Exercise caution when fighting any chemical fire . A self-contained breathing apparatus and protective clothing are essential . I 51 FiRE & ExPL0510N HAZARDS: No unusual hazatcis . MSDS Code: OK26 Page 2 Issue Date : 8/20/97 Continued on Page 3 C -5 1 DECOMPOSITION PRODUCTS : Thermal decomposition or combustion may produce disodium oxide and phosphorus oxides . NFPA RATINGS : Health = 0 Flammaty = 0 Reactivity = 0 Special Hazard = None Hazard rating scale : 0=Minimal t =SUght 2=Moderate 3=Serious 4=Severe Section 6 . ACCIDENTAL RELEASE MEASURES STEPS TO BE TAKEN IF MATERIAL IS RELEASED OR SPILLED : Wearing appropriate personal protective equipment, contain spill , collect onto inert absorbent and place Into suitable container. Section 7 . HANDLING AND STORAGE HANDLING : As. part of good industrial and personal hygiene and safety procedure , avoid all unnecessary exposure to the product and ensure prompt removal from eyes, skin and clothing . Wash thoroughly after handling . Keep container closed when not in use . STORAGE : product must be maintained at 387 or higher. Protect from low temperatures . Section 8. EXPOSURE CONTROLS / PERSONAL PROTECTION PERSONAL PROTECTIVE EQUIPMENT: EYE/FACE PROTECTION : Chemical splash goggles recommended as a good industrial hygiene practice. SKIN PROTECTION: No special requirement . RESPIRATORY PROTECTION : None required . ENGINEERING CONTROLS , No specific recommendations . Section 9 . PHYSICAL AND CHEMICAL PROPERTIES BOILING POINT: 5 2120F SOLUBILITY IN WATER : Complete VAPOR PRESSURE : Similar to water SPECIFIC GRAVITY : 1 . 37 - 1 . 42 @ 25 ' C VAPOR DENSITY ( alr= 1 ) : Similar to water pH : 6. 0 - 7 . 0 ® 25 ' C %VOLATILE BY WEIGHT: — 62 (water) FREEZING POINT: Not available APPEARANCE AND ODOR: Clear, slightly viscous liquid . Page 3 MSDS Code : OK26 IContinued on Page 4 Issue Date : 8/20/97 C-5 Section 10 . STABILITY AND REACTIVITY CHEMICAL STABILITY: Stable HAZARDOUS POLYMERIZATION : Will not occur CONDITIONS TO AVOiD : No specific information. INCOMPATIBILITY: Carbon steel DECOMPOSITION PRODUCTS : Thermal decomposition or combustion may produce disodium oxide and phosphorus oxides. Section 11 . TOXICOLOGICAL INFORMATION ON PRODUCT. Product Oral LDso (rat) : > 5 g/kg Eye irritation: instillation of 0. 1 ml of the product in rabbit eyes produced slight conjunctival irritation but showed no iritis or comeai opacity. All eyes cleared by day 2. The eye scores on day 1 ranged from 0 - 4/110. Skin Irritation: The primary skin irritation index (rabbits) Is 0.21 /8. Section 12. . ECOLOGICAL INFORMATION ON PRODUCT. Aquatic toxicity data: 96 hr LC5o (fathead minnow) : 1 , 162 ppm Environmental data: Although the principal problem of phosphates in the environment is not directly related to human health, there is considerable concern about the effects of phosphorus from various sources on water quality. Phosphate Is a major cause of the eutrophication process in lakes and ponds , Section 13. DISPOSAL CONSIDERATIONS RCRA STATUS: Discarded product, as sold, would not be considered a RCRA Hazardous Waste. DISPOSAL• Dispose of in accordance with local , state and federal regulations. Keep from entering streams or lakes . Section 14. TRANSPORT INFORMATION DOT CLASSIFICATION: Class/Division: Not restricted unless shipped in a quantity > 13, 251 Ib, then : 9 Proper Shipping Name: Environmentally hazardous substance, liquid , n.o. s. (contains Sodium phosphate , tribasic) , RQ Label : CLASS 9 Packing Group: ill ID Number. UN 3082 MSDS Code: OK26 Page 4 Issue Date : 8120/97 Continued on Page 5 C-5 1 Section 15, REGULATORY INFORMATION OSHA Hazard Communication Status: Nonhazardous TSCA: The ingredients of this product are listed on the Toxic Substances Control Act (TSCA) Chemical Substances Inventory. CERCLA reportable quantity of EPA hazardous substances in product: Chemical Name RO Sodium polyphosphate 5000 lb Sodium tripolyphosphate 5000 Ib Product RQ: 13,251 ib (Notify EPA of product spills exceeding this amount. ) SARA TITLE III : Section 302 Extremely Hazardous Substances . Chemical Name OAS # J3Sl TPQ There .are no SARA 302 Extremely Hazardous Substances in this product. Section 311 and 312 Health and Physical Hazards . Immediate Delayed Fire Pressure Reactivity [no] (no] [no] [no] (no] Section 313 Toxic Chemicals: Chemical Name CAS # % by Weight There are no reportable SARA 313 Toxic Chemicals in this product. FDA: This product Is FDA approved under 21 CFR Section (s) : 173.310 (Boiler water additives ) 176. 170 (Components of paper and paperboard in contact with aqueous and fatty foods) 176. 180 (Components of paper and paperboard in contact with dry food) Consult your sales representative for any use limitations. Section 16 . OTHER INFORMATION HMIS RATINGS : Health = 0 Flammability = 0 Reactivity = 0 Personal Protective Equipment = A Hazard rating scale: O=Minimal 1 =Slight 2=10oderate 3=Serious 4=Severe MSDS REVISION SUMMARY : Supersedes MSDS issued on 2/10/97. Only the MSDS Cade has changed. _ MSDS Code : OK26 Page 5 Issue Date: 8/20/97 Continued on Page 6 C-5 While this information and recommendations set forth herein are believed to be accurate as of the data hereof , CALCON CORPORATION MARES No WARRANTY WITH RCSPECT HERETO AND DISCLAIMS ALL LIABILITY FROM RELIANCE THEREON , PREPARED BY: P. J . Maloney 4. 4 } 3 MSDS Code: OK26 Page 6 Issue Date: 8/20/97 Last Page MATERIAL SAFETY IATA SHEET This Information For 24 Hour is provided for your protection Eh7ergency by ; Assistance Call : LCI LTD TH f-LUORI E SPE IAL1S CHEMTREC COQ 1 - 904 - 241 _ l 200 SPECIAL NOTICE 1 _ $ 00 - 424sa 9300 OX = Oxidizer ACID Aad REACTIVITY CRALK = Alkaline 4 = May Detonate Na� � 3 = Shock & Heat Ma Detonate po�.,lhtoCOR � COROSIVB y�tnuua� Use No Water 2 = Hazardous P' °`a' = Radiation Hazard = Slightly Hazardous 0 = Normal Material Responsible Co re A Public Cummkinent FLUOROSILICIC ACID SECTION I Product Name And Description SECTION II Personal Protection Information SECTION III Health Information SECTION IV Emerg4ncy And First Aid Procedul • es SECTION V Ingredients SECTION VI Physical Data SECTION VII Reactivity SECTION VIII Fire And Explosion Hazards SECTION IX Storage And Special Precauti (HIS SECTION X Transportation Requirement SECTION XI Emergency Action - ( Spill or Leak ) to MATERIAL SAFETY DATA SHEET Supplier. LCI Ltd. 24 Hour Emergency Assistance : Chemtrec 1 - 800 - 424 9300 Address: P . O . Box 49000 Jacksonville Beach , FL 32240-9000 1 - 904 - 241 - 1200 Section I PRODUCT NAME AND DESCRIPTION DOT Chemical Name: Fluorosilicic Acid Synonyms : Hydrofluosilicic Acid, Fluosilicic Acid , Hexafluosilicic Acid Chemical Family: _ Inorganic Acid Formula : H2SiF6 CAS Number 16961 =83-4 NiOSH Registry Number v v 13 : .25000 Note : NIA indicates Not Applicable where shown . Section II PERSONAL PROTECTION - INFORMATION Respiratory Protection : A NIOSH approved cartridge respirator with full -face shield . Chemical cartridge should provide protection against acid fumes , ( Hydrogen Fluoride) . For concentrations greater than 20ppm , a NIOSH approved self-contained breathing apparatus with fulWar. e shield should be used. Eye and Face Protection : Use tight-fitting chemical splash goggles and a full -face shie : l 1 , 8 inch minimum. Contact lenses should not be worn. Hand, Armand Body Protection: Prevent contact with skin by use of acid-proof clothiml, gloves and shoes . Use a NIOSH approved acid proof suit and boots where liquid or high vapor concentration is possible. . Other Protective Clothing and Equipment: Eye wash and emergency shower facilities should be available in handling area . Engineering Controls : General or local exhaust systems sufficient to maintain vapors below 2. 5mg/m3 (as F) . Fiuorosilicic Acid - MATERIAL SAFETY DATA SHEET Page 3 of 6 Section III HEALTH INFORMATION OSHA Permissible Exposure Limit ( PEL ) : 2 . 5mg/m3 ( as F ) ACGTH Threshold Limit Value (TLV): ? . 5mglm3 ( as F ) Listed in the following -- Department of Transportation Hazardous Materials Regulations (49CFR ) Massachusetts Hazardous Substance List Toxic Substances Control Act Inventory of Toxic Substances (TSCA ) OSHA Health Hazard Classification : Corrosive Primary Route(s ) of Entry : Eye and skin contact, inhalation . Symptoms of Exposure: Acute : Liquid or vapors can cause severe irritation and burns which may not be apparent for hours. Can cause severe irritation to the lungs , nose and throat . If swallowed , can cause severe damage to throat and stomach . Chronic: Prolonged exposure could result in bone changes , corrosive effect an mucous membranes including ulceration, of nose , throat and bronchial tubes , cough , shock , pulmonary edema , Fluorosis , coma and death . Aggravated Medical Condition : Any skin condition and/or pre-existing respiratcrf disease including asthma and emphysema . Toxic Data : LD50 200 mg/kg ( Oral - Guinea Pig ) Section IV EMERGENCY AND FIRST AID PROCEDURES Inhalation: Remove exposed person to an uncontaminated area immediately. If breathing has stopped, start artificial respiration at once . Oxygen should be provided for an exposed person having difficulty breathing (but only by an authorized person) until exposed person : s able to breathe easily by themselves. Exposed person should be examined by a physician . Eye Contact: Flush eyes for at least 15 minutes with large amounts of water. Eyelids should be held apart during the flushing to insure contact of water with all accessible tissue of the eyes and lids. Medical attention should be given as soon as possible . Skin Contact: Exposed person should be removed to an uncontaminated area and subjected immediately to a drenching shower of water for a minimum of 15 to 20 minutes . 14amove all contaminated clothing while under shower. Medical attention should be given as soon as possible for all bums , regardless of how minor they seem . Fluorosilicic Acid - MATERIAL SAFETY DATA SHEET Page 4 of 6 . Ingestion: tf conscious , give the exposed person large quantities of water immediately to dilute the acid . Do NOT induce vomiting . Milk may be given for its soothing effect. A physician should be contacted immediately. Note to Physician: Beware of late onset of pulmonary edema for up to 46 hours . Treat severe bums similar to Hydrofluoric Acid exposure . Section V INGREDIENTS Composition Percentage H2SiF6 25 . 0 ± 2 % H2O 75 . 0 ± 2 % Section. Vz PHYSICAL DATA Boiling Point: : 2220 F or 150° C Melting Point: 4' F Specific Gravity ( HZO = 1 ): 1 . 234 @ 25 % Vapor Pressure ( mm Hg ) : 24 c@ 77° F Percent Volatile by Volume : N/A Vapor Density (Air = 1 ) : N/A Solubility in Water: Complete Evaporation Rate : N /A Physical State : Fuming Liquid Molecular Weight: 144 . 06 Bulk Density: 10. 29 lbs/gal @ 25 % pH ( 1 % Solution ); 1 . 2 Appearance and Odor: Water white to straw yellow, buming liquid , with pungent odor. Section VII REACTIVITY Stability : Stable , Hazardous Polymerization : Will not occur. Conditions and Materials to Avoid : Metal , glass , stoneware, alkali and strong concentrated acids . i Hazardous Decomposition Products: When heated to decomposition (2270F ) , it emits highly toxic and corrosive fumes of Hydrogen f = luoride , Silica Tetrafluoride and Hydrogen Gas_ Fluorosilicic Acid - MATERIAL SAFETY DATA SHEET Page 5 of 6 Section VIII LOSION HAZARDS FIRE AND EXP Flash Point and Method Used: NIA Flammable Limits - % Volume in Air: Lower N/A Upper N/A Extinguishing Media: Use agent which is appropriate for surrounding fire. Special Fire Fighting Procedures and precautions : Wear NIOSH approved self -contained acid suits . Auto Igniition Temperature : N/A Unusual Fire and Explosion Hazards : Reacts with many metals to produce flammable and explosive hydrogen gas . Keep container cool with water, using fog nozzles , as decomposition will occur above 227°17 and produce toxic and corrosive fumes of fluorides. Section IX STORAGE AND SPECIAL PRECAUTIONS Handling and Storing Precautions: Store in containers in cool , dry, well ventilated area away from sources of heat or ignition . Do NOT store in glass or stoneware . Use non -sparkitrlg tools . Keep separate from alkali metals , oxidizing agents , combustible solids and organic peroxidBs . Ventilation : Provide adequate general and/or local exhaust to maintain vapors below 2 . 5mg/m3 (as F) . Other Precautions : Do not inhale fumes and prevent skin contact. If pungent, irritating odor can be detected, workers are being over-exposed . Eye wash and safety shower should be available in all acid handling areas . Section X TRANSPORTATION REQUIREMENTS DOT Proper Shipping Name: Fluorosilicic Acid Packing Group : II DOT Hazard Class : 8 ( Corrosive ) Subsidiary Hazard Class: NIA Identification Number: UN 1778 Placarding Requirement: Corrosive EPA Hazardous Substance: No Reportable Quantity: NIA i Fliuorosilicic Acid MATERIAL SAFETY DATA SHEET Page 6 of 6 RCRA Status of Unused Material if Discarded : Not listed. Hazardous Waste Number: Not listed . Waste Disposal Method: Disposer must comply with federal , state, and local disposal or discharge laws . Additional Comments : For international transportation , Fluor silicic Acid is regulated by the international Maritime Organization ( iMO ) and the International Air Transport Association ( IATA) for vessel and air movement as a Class 8 . Packaging , marking , labeling and shipping paper descriptions must precisely reflect the regulation for export movement. Section XI EMERGENCY ACTI=ON - SPILL OR LEAK Emergency Action : Keep unnecessary people away. Stay upwind , keep out of low areas . isolate hazard area and deny entry. We recommend that the user establish a spill prevention , control and countermeasure plan . This plan should include procedures for proper storage as well as containment and clean-up of spills and leaks . The procedures should conform to safe practices and provide for proper recovery and disposal in accordance with federal , state and local regulation . Contact Chemtrec at 1 =800-424-9300 for 24-hour emergency assistance . Small Spills : Any personnel in area should wear a NIOSH approved air supplied acid suit. Dike area to contain material . Do not allow solution to enter sewers or surface water. Take up with and or non-combustible absorbent material and place in containers for later disposal . Provide ventilation and be wary of hydrogen generation upon reaction with some metals . Contact GIP emtrec at 1 -800 249300 for 24-hour emergency assistance . Large Spills : Contact Chemtrec at 1 =800424-9300 for 24-hour emergency assistance. Any personnel in area should wear a NIOSH approved air supplied acid suit. Dike area ahead of spill to contain material . Do not allow solution to enter sewers or surface water. Provide ventilation and be waryof hydrogen generation upon reaction with some metals . Notify the National ReOpvnse Center, if required. DISCLAIMER The information presented herein is based on data considered to be accurate and that reflects the requirements of the OSHA Hazard Communication Standards in effect as of the date of preparation of this Material Safety Data Sheet . However, no warranty or representation , express or implied , is made as to the accuracy or completeness of the foregoing data and safety information . In addition , no rosponsibility can be assumed by vendor for any dariage or injury resulting from abnormal use, from any failure to adhere to recommended practices, or from any hazards i nherent in the nature of the product. Revised September 9997 by J. Michael Coates Regulatory Compliance Officer too III �17 N Z m oQ a IW N00633' 21 "E 173. 80 c �$g Fez m z f v`t r „2 � [ntr ' S! ya 750802 a ,, 356F ittelltni ra?moo m I 6 •�� i o �w4 WA gs9n ( F nIleto \ ell m — n7N � � s Sir �% \� \� IN _ z + _ It ... I •. C 4�"°'v a„ye I , :a �yXcl a o „ tg zA I r G �� o mD 9A � > I ql kC*h / 0 (n { m Hy 1 � � _ y+a MIX Qy n ti c � n9WA9 rs, F F FC 10 I 9s sl • OS \ oil All m i � s i g � ITI m � Z i :st � i� m ` Z IEalp � • - za 0 i s O s INDIlkU) alralp cn D '` G7 �f . yr �y en n m V � Mx W p � 00 � 000000 Vp} yy p p � s p O Z 0 • 0 9p0� yy b 9 Z O 8 O O C8 8 O� O 9 g g e e x ' e es e Cil asp e e 00 C7 s � C "It C P N Z o N N � � 0$ 4 'v 9 v v y 9 '�' o f N 's 5 G� ~ i y y'2 $ Z N P < — C 93 a f W I K 1 5 v i~ o � m R 1� 20 2 o' vgj m v y �i F ti o 9Q ,2y (11 z R a �� z i�g� o 'P A C8 p vA a A tri = 00 Its 90 0 b 8 e q WELL NO. 6 & NO. 9 WELL HOUSE PROJECT Al x g pPN OF PRIOR LAKE ' S v m E PWOft W(E IAINNE50TA , L•.1 N_ Irma Mr . ,.+• ii 'fM�l ,Li)!i N u.w., b: N00.33' 21 •' E 173. 80 i N2j 7S3 L Sgt •F = v � n co IIIN IIIN ro , z zo moM o "a6+, • 8 RS a M = a MID \`4/ IID.1 o I t S \ g mc `v i FIIID t 70 �Im co z } 952 IIIPe Z � • O F 7 ' 9 Z$ 'a.f O IIIr f n in p- IIIF O j8�y n 2? e s m mrp o� y � AO9p � AN � � o � o 3 � C r OEM F=n g WELL NO, 8 & NO. 9 WELL HOUSE PROJECT JOR LAKE PRIOR LNC MINNESOTA F1EcfwCAL6(ifPW� � h.MttW r�ima� t� s. omo y..ypot .v tom v.e k..� w.)a — emAoeo t�.Y.�sv4.�V+^s•�m"�'�"Y" � Nw Y y oec Tn.dl. •"c ti foot t9far ry Ac F.Wi K N.r is LCC M � ta� 6Y 1 �Yq 9. TYC mtj �9 i o ? :A•t 0 ct Tot 3 ? _ m I -- n I •� N m 1 I 1 G —_ i 3 N I I $ I I — n I 46 • m r i O N C1 I G m m m i Z A t D I O _— r I < � 1 m a o -- $ o m z < L) i ra- m { — m m 1 m m I Om r 3 � 0 • Q?�° a m j rn I I i m I •: . m 1 a w 1 0 1 1 :i w . t�l m �X% o 9 V !i x poi- . O8 +©..' OOO t .• ' A 5�q $ 5� € 9 n O ?• 's @@A z t:Y • b C z le < m N 8 " Tsc; 11 r7t NO. 8fNO69 WELL HOUSE PROJECT'( OFPRIOR LAKE ORLAM MINNESOTA _ w�f..l M. b..s.i+ [ac n•.�.eer. w.,. ,i aocs .su> ni `t D a c 8 n a 0 m r f m ~ � a eg E � m r 0 3 I � i N 1 • a 1 T fJ + I m I v m = I C 1 z + rrn A K C 1 CC p I r. .I z O n z j r v A I G A f*1 m I m z z I _ • 1 e. 1 1 m - � li a w o H 0 . . v m ,m J • m T. 8 z 3 O G O 91 Ej N V 9 () _ a 0 r g z z R z m o m m rA 8 mmw.c �, . . • WELL N0. 8 & NO, 9 WELL HOUSE PROJECT CITY OF PRIOR LAKE Fl - N % 5 i5 Z PRIOR LAMV MINNESUtA CHEMICAL BUILDING awAmmVIEW 'a`' � � Oys l�r.b. ,.... tL i9D6 IQs w.r. w FlmM1 IJ{ ,fCI f..d M�?a• b.,.. 0o�c Tnerlq. N+ 1L ]ms •fir N !k MW K ni YYV+`� M ,Oc1 M Nom.. tela � ]OOAmn d.•WtA'1aa^II\ss-�✓�+t�+�•/••:A1N MEN P i be fo 1 / fl ' t 1 ' D n n { m m - g o o ti 0 � o bow a bow z � P x � A ^ � 0 5 r., 88o oaoa ? v SA o T oo10 G2 NLA A O m yz 2 9z Cz Z Ci m r ryftR P, Rig � q R� N -4 A ome-9 5A 5 !-3 GZi 1 9 � ' A o p my e r m wbw m m m ® m _ _ ww off z =�� ,�"" o ® 00000 ml _� ME? V � O � Q O W N 1 / 1 1 I ! 3 � i / m i / � nVVLLLNV#!M 4A4 ¢ ELL HOUSE PROJECTW eY � RIOR LAKEjtMitR�ESQiA8 E5EGTONNEW kd anA H• b"jp° O.ia T.ein •�f fi>WO ��S 1� tic r\�' Y tb tr.VKns a� ,nn w wr hrW - Songeo maxR.�\ P.^v\aoYwd�.c.�.m.*eC�ro e�.a h• 4: f t . L m 6 9 m n m 0 v i5: 3 0 m � 2 • F T i Z slow slow liiiiiii INNER Ak Is m zK6 m m 4 T S m r C m Z t s C � O 0 d � y C O m C O A n 0 . 1 m rr a m r m Q c) m m � z z v J m K m b ' u N 3 I O O O O O O S O (9 O O O 9 8 G Ay v FoFOso D r� o �• $ g g 4 R w g mz 9 S C c o Estn s o -a v a f2 s y 'T+ i i^ • F g 9z No v Pn' O In z F o � s i z m xm N x � �o'�`i a�"%:'"+•ni.+�.uu "roume�w.e�.aoc+"iYOOtw.ame o c a'_ g44 WELL NO. 8 & N0. 9 WELL HOUSE PROJECT ma m ® a Cf7Y OF PRIOR LAKE m PRIOft WM MIM7ESOTA jhp 8 � � � g � CNE7.IICAl6U1LDING ElEVAIWNNEW '�" _ - a+3" Imu�ssama3tr3rn S � m . 3n1aordddoku3 103f 021d BsnOH 112M 6 'ON 3 8 'ON 113M € a a ro LLIZo�{ 6CVVi0 � 4 81 rh W = 1z w }� Z • � � w� w � SLS 3a > S $ S o '" cW� w fez i N > > p a v a v ' 3 ' ' w ' o w $ �z MW HE Pio m'� � gg3 � N JJ po r p� 6 y�,j1 a v"i _F �n �jo2�W � {ZcFC- ¢Z J � 8vy9�l 6 C: h N A n C f (] 6 N 2I � NN < •V!- � GLLG <O ric2 ellO O D Dell� Ill WIN I'm ellOOaE)(D 0000000000000000 E 3 m 7 meAl PlWI Y ti a 1 � • Z m 0 1 I m � 4 " 1 114 ut a 1 I W Y It J RPI ILI Z m J N 1 ¢ E o c I I v It m 40 r m r' ,V' m W ' 9 U I 9 a yellel It l , N' Me it - o U . J u w w C'ii Ira I.• y [i� Www Oce�eoo[ - N.W •`^'M •a to1� wt Vxu\"f1 W r 4a\V wu /^n '••r+t �'a W'i.•f•4w.as•V.�">m\v"'uQWh°M N [w-i4. CR at .W '••/v`LL ��C �^'Y w•f W w � 'u ODA ^'� YrYv O� PRIO? V rrf White = Building Canary = Engineering NNE50 Pink = Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED The Building , Engineering , and Planning Departments have reviewed the building permit application for construction activity which is propose at : / Z � 012 9 r��v Accepted Accepted With Corrections Denied Reviewed By . Date : Comments ::: See Reverse Side for Additional Informationl See Attachments : 1 ) Grading, Plan , 2) Erosion Control Measures " The issuance or granting of a permit or approval of plans , specifications and computations shall not be construed to be a permit for, or an approval of , any violation of any of the provisions of this code or of any other ordinance of the jurisdiction . Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid . " ADDITIONAL COMMENTS FOR BUILDING PERMIT APPLICATIONS • Surface storm water drainage flowing to the perimeter of this lot to and from adjoining properties must be conveyed to the roadway and / or to the rear of the lot in drainage swales within the drainage easement . • All bare soil areas must be protected from eroding into neighboring properties through the properly installed and maintained silt fence or bales . • The silt fence required by the erosion control plan must be installed prior to any earthwork being started . • The builder is responsible for maintaining the erosion control measures until the turf is established . sl The rock construction entrance must be installed at the time of backfilling of the foundation . 4 S 6:\Admin\dep1 info\ADDITIONAL COMMENTS FOR BUILDING PERMIT APPLICATIONS,doc PERMIT TRACKING FORM Address : Description : ��^� Application Received : 6�7 Permit Number : Building Department Date Days Elapsed Initial Review Conducted Applicant Called with Corrections Corrections Received Corrections Reviewed Final Review Applicant Called Planning Department Date Days Elapsed Date Received Initial Review Completed Corrections Received Corrections Reviewed Final Review Applicant Called Engineering Department Date Days Elapsed Date Received Initial Review Completed Corrections Received Corrections Reviewed Final Review Applicant Called Initial Review Time Correction Review Time Initial Application Date Final Corrections Received : Applicant Called W/Corrections : Final Applicant Call Date : Total Days Elapsed : Total Days Elapsed : JAFORMS\Permit Tracking Form for Individual Permit. doc F PRIG CITY OF PRIOR LAKE BUILDING PERMIT , Date Ree ' d TEMPORARY CERTIFICATE OF ZONING COMPLIANCE eo a . c 9 z 5 .. D AND UTILITY CONNECTION PERMIT V � Af'�A?YE 5cf' P i white File z Pink City PERMIT NO . 3 Fellow Applicant (Please r hint and sign at bottom) ADDRE S ZONING (office use) i � 0 41CAM 6 LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID j. Z 1rJ" oCCb OWNER (Name) (Phone) Z (Address ) UILDER 1 CompaA Name41 , (Phone) (L`Ntactlame) t�e0 �� ( Phone) (Address) TYPE OF WORK ❑ New Construction ❑ Deck ❑ Porch ❑ Re- Roofin ❑ lZe-Siding g g ❑ Lower Level Finish El Fireplace ❑ Addition ❑ Alteration ❑ Utility Connection I CODE : ❑ I . R . C . ❑ I . B . C . ❑ Misc . MWA Type of Constnutiou : I II III IV V A B PROJECT COST / VALUE $ Occupancy Group : A B E F H I M R S U ( excluding land) Division : 1 2 3 4 5 < I hereby rtify that I have furnished information on this application which is to the best of my knowledge true and correct . I also certify that 1 am the owner or authorized agent for the above-m nt ned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans . 1 am aware that the building official ea ret eke this permit (of t eau . IftIfthermore , I hereby agree that the city official ora designee may enter upon the property to perform neede mspcctions. X � i ��'ItJk -"'✓— !- 10 11 711azure Contractor' s License No . bate Peretti �alu�tion Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ Water Meter Size 5/ 8 " ; 1 " ; $ State Surcharge $ Pressure Reducer $ Penalty $ Sewer/ Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder ' s Deposit $ Sewer & Water Permit Fee $ Other Gas Fireplace Permit Fee $ TOTAL DUE $ Tlus Application Becomes Your Budding Permit When Approved Paid Receipt No . Date _ By Buildina Official Date This is to 4cttify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested . "1-his document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence . Before occupancy, a Certificate of Occupancy must be issued . Planning Director Date Special Conditions , if any 24 hour notice for all inspections (952 ) 447-9850 , fax ( 952) 447-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 py N e 4.re Mc Te+eM. Jw 15. ]Oo1 aM.i N Ac r\MV Arm Id+VNM ]D. �0]l ti wae. heM MEl\ee0laMMb.V+�eW�C^s.+".e\m-fi+.�tOM�ddeiHl.l eu. it N a V N C r m N00033' 21 " E _ � 9=3 � � 173. 80 amo AYZo Np. AI ftd A to � m ^1 FZ 1 \ \ rJ m mom � � +� � •1 \\- � t��] S� z�S � y r "�t\1N S�t •�\ S S)n9 men Zy Y ti C V m ZZK 8A Lb Q 7 f,7iyy� Z 9T 29 Q m DmDy tix r,'r kc CAm Gmiz I 0 tir'y 09 i \ \ o � f 1 1 . 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MINNESOTA I • ElECIRICALSREPWI •�'•. x Tas m7.�2 Y.. ear H rec r�+...+w'. a,. rs rmr h\DY .r ntr W.VRox a. rror w Mr.. mfaa - IwAew 4.av:s.�4n.rw\'a.•ro\ro-c.+.1.+... +.-rt.r S..:a M• x�Eli 2wn. �,v rs tmr .msr ry c T.eOq. YO U. SoOr Far 'fat. : ? in Eo :ACS Ao as hir m r--- -- I Ift IFNI as It a 1 — � m I 1 I o- I m 1 � I 3 3 I T i ' Z 1 t am 1 i — 14 ,c'r 1 m m m J I OS. m m I z o 1 m < It — x K C I — A 1 r- z — 8 c III N I _- G r — m — CA 1 � � 1 v m I O m m I a � — z o I z zIP 1 9 ey 1 V 1 m I m I �r 1 O w I i IFNI — 1 V f ar IF I y 1 I . 1 o I _ 1 t . N L--------------------- �� • (%•:Pat1 Rr 4. N N 1,141 t Its IF 8 3 � : 0 (R) 000 o i.4 fi;i . . O H C zz x 2 m O F x m 8 III NI �y g WELL NO. 8 & N0. 9 WELL HOUSE PROJECT q g A e m § r, CITY OF PRIOR LAKE _ •y .� °- �] g � PRIOR LNC. MINNESOTA • .4 8 � g � GNENICJJ• GUP..DiNGf3EVAT10N VIEW ?- m . 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MOUSE 6EGI%tN VIEW e K y ww• o.i� iwinwr u xma Dam r•t n� Mw a rte. t+.vx ,ot tan D mm m 3 m' m m v wp + :u 3 Ex o i' N Z � 1 p \ m m m T s n r m Z o r mj — O c 61 D O _ C C O D m r a a m m i� 0 m 'o Z A z z • 9 S V A ' O m A b oY V QJI 0 3 O O O O O © (2)4 8 G) (B O O O G (F) G) 0 a• I Sg 4 4 S2 H F F 111 za g g m " m g R v ax � o � g • � �f�n � I i � � £ � �1 m • A F g i Z A O 2 N � V 9 x.tA � O m y z z I F p n z m P a I R o p " z m x In N x k nnn toa�craR vwt'"':w�i�.twa ru'�"'a 00.wo-.aca.Wemot�nnctnsa>K o s ° JEC A WELL NO. 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' d • d ' < d d ed 6 " d W 1 cn 5 7.1 ��aAi 17 i�ijiI � II,� I � I � I - II� I � I irilfrri ' I " t( I ... � . riF _ � IIEI � I � I IIIII II � I � I I � J Y F F 11 -� III1111 I I I I , I �� w g V r� I � � I ISI w I F= 11��E��I I I 7 Of Z vW�i w w (L Y w 1W- o Z cc o 0) Ill U Off W ORL I �� UNDERGROUND VALVE I z06CITYA VAULT BUILDI IT00 ; APPROVED � �O 0 a I I I Eh O INSPECTOR PLANNIN ZW Z I I ❑ w m J I // m = ❑ o r No. , i 6-06 ❑ w Vill N N ACCE TE AS SUBMITTED I ' Sig>o► =K � _ w = E aP p ACCEPTED WITH CORRECTIONS AS NOTE p a p NOT ACCEPTED-CORRECT & RESUBMIT ❑ GRAWIMGTYPE a These � � am for y= � Wyk SIf18M be d" I o w CONSTRUCTION < 3 � I oma (,,� /�� in full porrtpliar� Wdh aU applicable bulid V & I]�Or1�19 code rem I � SAS moo NI YIW � G ��VA. I 6 CKEGIAPPROVED �UIfEfT1811tS Induding tem (101 Speafxxlly so CHE V I as N JBB / JKB KEEP THIS F'!A�; SET ON SITE AT ALLY T�AA€5.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ GATE JULY, 2006 1 WELL HOUSE n WEST ELEVATION Z PROJECT NUMBER - - - —� $ zr PRIORJ041007 m Al 12" 0 11 21 31 4 5 h ° SHEET REF: NONE i 12 of 20 TNQ L 516 Aga i Al ZaN N mimmmmmmma- Advanced Engineering and Environmental Services , Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove , MN 0 Ph : 763463-5036 Fax: 763463-5037 0 www. ae2s. com s o s ; CONSTRUCTION NOTES O N o OHIP ROOF s � a O2 ALUMINUM FASCIA COVER Z0 3 13 COURSES MASTERBLOCK 8 X 8 X 16 CMU W g O SPLIT FACE BLOCK a � 4 O OUTDOOR RATED LOCKABLE STEEL DOOR f I 2 ) PRECAST VAULT TOP SLAB EL. 959. 50' Anks T. O.W. 90 1 111111 111111111111 1111111 1111111 1111111 111111111111111 1111 1 1 IIIIIIHIIIIIII1111111 11111111111111 1111111 1111111 1111111 EL. 957.42' III 6111111 I 1 1111111 1111 T� 111111111111 VIII 1111111 ! _ - 111 ► 11111 1 1111111 111 3 3 1111111 ..,: 11111 1111 1111111 111111 1111 1 0 1111111 III 1111111 VIII 0 I I I I 1111111 111 II 1111 1 11111111111 II11I11 11111 IIII 1111111 - r EL. 95 T.O.0 . 50' 111 11111 11111111 111 W C. , IIII 111 11 111 IIII 1111111 a 11 I a a 4 Ie . a s PARKING w „ I � I � I ��II -i I IIII— IIII Ii �' e $ U) I I—I I 11 I 5 II-1I b I 0 I O z � I�� I �I�I� � IIZ11I� 1IR —� Y tQ a I EIIlI �IIBAI � r J O > I ��HI W w UJ w IIT z I I g 0 I I � [LW z I I W u_ g w I I I I Z w o I I p = Cr I I � U (L w O UNDERGROUND VALVE i z VAUL06 T 00 3 O o Z I I oWT J I I orc J N I I m I I m W 0 I I oW I I I I H zo wz � I I E ary I I oLL O r a I I DRAWING TYPE QV I I ow CONSTRUCTION e CID AS a r I I U DSRAFTER UIIII W ¢ NI CHECKED /APPROVED 000 JBB / JKB °m I I vi ¢ z DATE I — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - -wm 1 :. JULYs2006 I WELL HOUSE - NORTH ELEVATION d PRIORJO41 07 >. I a2 L m y SHEET 120 0 1 ' 2 T 4' 5' gwz 13 of 20 REF: NONE „ � � a9G Woy � J Ai. Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN ® Ph : 763463-5036 Fax: 763463-5037 0 www.ae2s.com CONSTRUCTION NOTES O7wo0 25 YR. ASPHALT SHINGLE aat 040 LB, ROOF UNDERLAYMENT O3 48" WIDE ICE DAM PROTECTION Qi 10 O1 /2" COX RATED PLYWOOD SHEATHING 1 71 O5 2 X 4 SUB- FACSIA i U 2 O6 ROLLEX ALUMINUM SOFFIT PANELS a' 3 O7 CONTINUOUS F-CHANNEL i 4 O8 CONTINUOUS BOND BEAM i i 5 / O 13 COURSES MASTERBLOCK 8 X 8 X 16 CMU SPLIT FACE BLOCK 10 AIR-VENT VENTILATION PANELS 6 12 11 2 X 4 TRUSS ® 24" O.C. 13 12 13- 19 INSULATION $ 14 @1 /211 DURO-THERM PANELS 0 9 15 14 TREATED 2 X 8 SILL PLATE 16 @1 /2"/2" DIA. ANCHOR BOLT @ 1 /2" DIA. REBAR ® 16" O.C. x 17 EPDXY FILLED CORE DRILL FOR REBAR V 18 VALVE VAULT TOP SLAB O d W 07 O J W F z Y ° W w W Z 17 of taw w 8 W LL m I-- O o Z } O J U a 3: O z C n. n d 00 z z _ ow UNDERGROUND VALVE > _ o w � " A VAULT w _az 00 WE m � E un ao r � / 3 1 \V� o ? a M DRAWING TYPE o W CONSTRUCTION r 3 r o w DRAFTER - � SAS o° oa CHECKED /APPROVED ya �I JBB / JKB DATE $d o /'T1 WELL HOUSE - WAIL SECTION u JULY, 2006 '+ I A3 i o PROJECT WWWA 12 s 1' 2' P o d PRIORJ041007 0 z REF: NONE � yw SHEET vm mya rcwz 14 of 20 > No � aw w _^S M 4 A3 Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763-463-5036 Fax: 763-463-5037 0 vvww.ae2s. com - oy = I . WELL NO . 8 & NO . 9 INTER-I 'M WELL HOUSE PROJECT DRAWINGS G1 . TITLE SHEET / SHEET INDEX INDEX OF G2 PROJECT LOCATION MAP G3 EXISTING SITE PLAN G4 SITE PLAN G5 YARD PIPING PLAN P1 WELL HOUSE PLAN VIEW P2 VALVE VAULT - PLAN VIEW P3 VALVE VAULT - SECTION VIEW P4 CHEMICAL FEED SYSTEM SCHEMATICS P5 DETAILS P6 DETAILS M1 WELL HOUSE MECHANICAL PLAN ( - E1 ELECTRICAL SITE PLAN E2 ELECTRICAL PLAN j E3 ELECTRICAL PLAN MOTCONTPANEL SCHEMATIC HEMATCCELLANEOUS SCHEMATICS E5 E6 CONTROL PANEL SCHEMATIC 1 E7 CONTROL PANEL SCHEMATIC E8 ELECTRICAL DETAILS I PREPARED FOR : APPROITED City of Prior Lake , MinnesotanR44 CvDjE PT Sign July , 2006 APPROVED siogne ate !� � • 06 PROJECT DRAWINGS Advanced Engineering and Environmental Servicas , Inc . 6901 East Fish Lake Road , Suite 184, Maple Grove , MN 55369 Ph : 763-463-5036 Fax: 763-463-5037 Web : www. ae?s . com I 0 0 Ci Q. v M 00 = VM < G Q C U I aj ¢ nQ- J � I _ 2L . C,?, 7Li � IV L` Ci- ' MAP ,. rzU \ � '=\JN � ri0�' ^ ��`Ohl ' S\ _ . . � C CIR �` `.y n o � `Gtt�_ i t • CIR LLQ. ?a\'� //�JL� AGE S . \"21 .11 _ ,-_ c ST . S /� RD . I y � 9 - I, EAU < �� o y0 . ? LF �� ---- J LEP,1 >r / \cn1 HUROI'J �/�- �\ G1R . w CIR S C o //' \✓Pt,,� a`t�OrJD ��i G��Ac� ST. �%, - J w P v 0 UGS- / ` ` C ) o / ,� N III I AL ST. r 5 34.`• A BASS QST � � GGA }i a Gz 35. 36 . 23 . 39 iyIESTWOOD DR . o ¢ 44 1 56th NDS � � 160th _ 3 > Q �, a P� sc�Q o DR . t3I OAi( Q- N �• tC�DA ✓SOToBOUNTY ST.Prior fake ; ST 4 MS . .o NN ES �Q ' SUE ANS+ LP o �P�ESI LEGE w 3fi. a Q / m CRO SA ND A, A 26 0 nr Tree ¢ �O o a J R BINSON CIR . D s\r1AL R\ QG m Island — m COLORADO ~ a � � 0 CP 'I, `� a a ST. �n zSUM MER ST. NER \Q OR/O LA . a Y I,jLPLEASANT w ST, v ��2 �` B O �O > > w B e w a RDT \SCE r a (a CATES aST. >a Q ,4 ' a w `P �IC/R J\G GJ �o G Ln x �HjS TR. I 1 39 . a r Z .�' O �u CRC ' = C0 m 13 �\� CC Ks CIR . GREEN o 66 . a o � LL ASW LIj a o ZG G w � a F � M BIRCH N O J Y Q o > PRIORWOOD ST- a 39 m WELLIq, a 43. a- 41 . � N Nq TR. w w U ��N Q CT�� Ly C�Ol a k RD. CITY OF PRIOR LAKE , MN w gy E a r\ O .1 > PER SH\NG oa a = G\�. o� w --FOR REFERENCE ONLY,,,,, W EpGH ST. N w a w U � z v0 O� �i K /NDHAM Q > > z KESTREL ST. > s C T G \ON ¢ Q S z C O j m Q 02 g�IND -I.\C\ Of corroti R/ 1.01 w o s�DE op O 30. G a o0p r > ¢ 9 fl v � �Q4 F G q o zI �, o o QOry. o J a B l i n d P r2 W TACO" CEpp z . w -J Y o p 23 t�j TOWER ST. CIR . G\R LOke V O S i,j,� Z O ]7< >o HILLCRE C1 S ' �� idSIM PK I NSO ��th ✓, p 1DVIEW 70th ST, oFe J FAWN c¢i 170th S I P �y ;OOD CIR. s FAbVN PROJECT` $� 170th ST. a Y O � S i2 /� TR. c / MEADOW CUR . LOCATION w "- w _^ o 0 1{L,OO T114N R22v✓ WILDERPIESS T1 14N � O W lUI / w 2 t S CT. LILAC LN . Of pEp� � ZR. 11 12 PO�o\'a S\ILDERNE55 TRI R22W 1 6 R2tW O a 21 z z O Crystal nk"e o �pG ya� z a U a o p _� OVER LOO P FRIVER BIRCH PL. o Z C SGS DR = OFA syn WILDERNESS O ST ti CIR . c 06 Off00 DEERFIELD LN . � p - O DR . - ¢ o �Oh a o3 > p0 V i 5 o J az p l l Rice p3 Ga w Q A0 m W Lake I. o � 91 z Q 3�Nr a a FCr r1 � a o a Gva eaI y' C o DRANNDrrPE � a Ow CONSTRUCTION Ow DRAFTER UTILITIES EXCAVATION NOTICE SAS � -+ CHECKED IAPPROVED CONTRACTOR IS TO VERIFY THE TYPE AND LOCATION OF ALL PRIVATE A CALL TO GOPHER STATE ONE CALL SYSTEM IS IS REQUIRED 48 ya JBBlJKB UTILITIES TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT HOURS PRIOR TO PERFORMING ANY EXCAVATION ( 1 - 800- 252 - 1166) < z DATE C GOPHER STATE ONE CALL, CONTRACTOR SHALL BE RESPONSIBLE FOR THIS ITEM . Nz JULY, 2006 Loi a PROJECT a d BER PR ORJO41 07 ou wo ri 0� o SHEET M m gw � 2 of 20 U = s : 3w rG2 00/ N Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove , MN • Ph : 763-463-5036 Fax: 763463-5037 0 www,ae2s.com sa ooh � KEYNOTES % O1 EXISTING WELL NO. 8 LOCATION (JORDAN WELL) OFF F '9ss SEE DETAIL 2/P6 1 `( 3s 5 SCOTT COUNTY COORDINATE SYSTEM u / \ `I / \ / EASTING NORTHING 184,541$0 39 4 U1 01 EXISTING WELL NO, 9 LOCATION ( FIG WELL) a •Q / I \� T / 0 O SEE DETAIL OFF SCOTT COUNTY COORDINATE SYSTEM 4 NORTHING — 476,451 .4424 EASTING — 184,433 .8268 bitumnous su.tcce i r� j 1\ 0 OF O3 EXISTING TEST WELL LOCATION OFF cOncrate curb and gutter SCOTT COUNTY COORDINATE SYSTEM NORTHING — 476,482.7246 EASTING — 184,584,8546 7 ! r / eco 9�N\ .\ O4 EXISTING CURB AND GUTTER �A fOFF / F EXISTING SANITARY SEWER MANHOLE OFF y , o-�j IF 6O EXISTING WATER MAIN EXISTING STORM SEWER oUOF ; y /% O EXISTING HYDRANT - — OEXISTING 16" GATE VALVE te WOOF !' / l �� R.E. 943.87 950 W O a NOTES. /� O= 0 Ct V 1 . INFORMATION FROM EXISTING DRAWINGS WAS USED IN O ` / J THE PREPARATION OF THIS DRAWING, CONTRACTOR = L1J Q Uj m SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO JY ~O ^/ BIDDING. LTJ gOZ� w g 9 w Z w 1 /t7 44�1 8 a' Y z W F ! \048 W u_ � g Z O / 4 0 u� �( 0OFF ^� 06 m 100m O IOU jW O Z ow < w f w < T < 1 - - - - - - -- - - - - - - - - -- - - - - - - - - Mw ow �� - � W SCb R.E. = 46. 91 , OZ "' ro dra'noge and utility easement (per plot) "' ` a � w z n WO . _ r_%F%Fk% 1\ i 3N < _ : - '< 0 DRAWING TYPE DON rr I I ` - Fence fes on ¢ n boundary line Fence lies 0. 6 ' Bence lierly or ffiN CONSTRUCTION oO C boundary line ID ow DRAFTER 3 � T SAS � J .. .. - '- -- - South line of the SE 11/4 of Sec. 1 , � � �) , exE BB� JAJ'PFi0YE0 00o Twp . 1i4 , Rge . 22, Scott County, MN . as z< i DALE 5 ¢ JULY, 2006 PROJECT UMBER U i Y PRIORJO41007 > i 0 20 40 60 t: i;5IOU SHEEr m a W " E w w � s or 20 � ; m �I m y a GRAPHIC SCALE m 0 $ � pw wo = J G3 d . ON N Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove , MN 0 Ph : 763-463-5036 Fax: 763463-5037 0 www,ae2s.com ea KEYNOTES N _ " did 0 ' 0 fill dIIIp \ O1 EXISTING WELL NO. 8 LOCATION (JORDAN WELL) iri � % ,F� /' SEE DETAIL 2/P6 ° a \ % � SCOTT COUNTY COORDINATE SYSTEM T' �: l` — o NORTHING — 476 , 581 .5434 Z° i ! \. :.ice 1. t, i ,� , l [�' !^' f\ C — I o J G L . I ! `J \ L EASTING — 184,541 .0739 iD Iif \, / T, a .o k J \ PROVIDE CLEAN CUT OF EXISTING CURB PROVIDE SMOOTH TRANSITION BETWEEN OPROPOSED WELL HOUSE � ! \ AND GUTTER , PROVIDE SMOOTH EXISTING AND NEW BITUMINOUS DRIVEWAY < o / , of TRANSITION TO NEW CURB AND GUTTER, OPROPOSED STAND — BY POWER GENERATOR 00 17 i �/ j ' � � s..- to. - 4O PROPOSED BITUMINOUS DRIVEWAY _ do for REMOVE AND DISPOSE � o` �' t3 � � � �. EXISTING CURB AND GUTTER m C �� j �� PROPOSED BULK TRUCK FILL STATION G . J / do Orof °10 f0- _- —"N �. O PROPOSED WATEROUS PACER HYDRANT, 6 " GATE �� old do yr �� VALVE, AND APPURTENANCES (TYP.) . i� % I / 13 aO t F �� w ��\ O7 PROPOSED VALVE VAULT AND INTERIM WELL � .P / �� / I / / ( 03 *V'do HOUSE. p� i � c ♦ p6 �'. / of 11 I 21 9 � 1 8� EXISTING WELL NO. 9 LOCATION ( FIG WELL) lif /et'I � 20 I I i ° � � ( i ► � ' SEE DETAIL 6/P5 / o ju �/ % SCOTT COUNTY COORDINATE SYSTEM If 0 1 / —�� I ' i NORTHING — 476,451 .4424 if �� j I ,�� i �� EASTING — 184 ,433.8268 of / PROPOSED CONCRETE SIDEWALK do, l ♦ ff f, foa / i l ` o �� I j i / / i 10 PROPOSED CONTINUOUS CONCRETE CURB AND do a- li i �� / �J / 950 GUTTER 3 // If 950 . 5 PROPOSED 4" O. D. SAFETY BOLLARD. 30 i l /�� / 3 TYP. OF 34 SEE DETAIL 6/P6 Y / �� 4 / 7 12 PROPOSED DRAIN MANHOLE fo Prol >: l I i 'c 13 EXISTING TEST WELL LOCATION RE ' ' 87 ' h�nti /' SCOTT COUNTY COORDINATE SYSTEM \ \ NORTHING — 476,482 .7246 O \ \ \ EASTING — 184,584.8546 W If If \' \ 14 LIMITS OF CONSTRUCTIONIL 0 4 O of / 5 \�/ off 15 PROVIDE AND MAINTAIN SILT FENCE. W N / \ � ♦ L \ Y SEE DETAIL 4/P6, fn rof C' / r \ ? f 16 EXISTING CITY WATER SUPPLY HYDRANT 1 17 / / / � I � O O 0 % ♦ / i 3 I v �� FOR CONTRACTOR USE _ q % / % / 6 / J \� W Q ` �� 10 r� // I C� 17 EXISTING CURB AND GUTTER too J Y ~O W �I t �%lid 1f �� h� \ �I 18 EXISTING CONCRETE APRON Z did z G Q l 1 ' 11 / j \ 1 �', \ 19 EXISTING SANITARY SEWER MANHOLE a rIt If \/ f I ! / \ I W F � � � ��9y8� �� j �� EXISTING WATER MAIN � I1l ; !% 47 8 °j I V ' Z } h- 0 « � �� 1� NOTES: 21 EXISTING STORM SEWER _ ase? a, do O U a O \ \ 1 . INFORMATION FROM EXISTING DRAWINGS WAS USED IN THE 0 ❑ _ r, r. h PREPARATION OF THIS DRAWING. CONTRACTOR SHALL VERIFY ALL Z ` Topl, aut o nverant . / EXISTING CONDITIONS PRIOR TO BIDDING, CONTRACTOR SHALL VERIFY 06 Elev. 949 - 30 feet 1food I 15 LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION . Co 2. CONTRACTOR TO COMPLETE LANDSCAPE GRADING AND PLACE 5" OF ' O f L / 18 I 14 TOP SOIL WITHIN LIMITS OF CONSTRUCTION . og $ Z PROVIDE SMOOTH TRANSITION D � i Add BETWEEN EXISTING AND NEW {{ / or s.L - . � �i1 3. OWNER SHALL BE RESPONSIBLE FOR ALL SEEDING. now m J a BITUMINOUS DRIVEWAY / ' / -- - - - - -- 1- - - - — - - - = - - - -- - -- - - - - - - - -- - - - - -- - - -- - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - 4. CONTRACTOR SHA COORDINATE R USE QUANTITY, DURATION , AND /f - LL ATE WATE TY CAD w 9rl N L SCHEDULE WITH OWNER AND ENGINEER. i 6' a F = as.5t - dr° °ag o. c ut ty . . ner5. CONTRACTOR SHALL COORDINATE WATER DISCHARGE TO STORM WATER a � PROVIDE CLEAN CUT OF EXISTING CURB �\ SYSTEM WITH RESPECT TO QUANTITY, DURATION , AND SCHEDULE WITH "< o AND GUTTER. PROVIDE SMOOTH �_� / \ _ OWNER AND ENGINEER. pN djRANSITION TO NEW CURB AND GUTTER. MAVaNGTYPE `. <. � � i Zoo+ If t> r . - °n 6. CONTRACTOR SHALL MONITOR DOWNSTREAM WATER IMPOUNDMENTS 86 y " ti n� .� b . ..� ccry line Fence La C E o CONSTRUCTION s°u ,ne �y DURING CONTRACTORS DISCHARGE OPERATIONS TO AVOID DAMAGE TO ow ° b°°^ dory DOWNSTREAM FACILITIES. CONTRACTOR SHALL COORDINATE WITH oW SAS 3 3 OWNER AND ENGINEER. g - - - - - Solo : ine of :re SE 1 /4 c � o CHECKMIAPPROVED 000 Two 4 , RgP 22 . Scott C7, CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL, SITE SECURITY, a < �' JBB / JKB AND EROSION CONTROL FOR THE PROJECT. �1 DATE 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY FACILITIES TO MAINTAIN L w JULY, 2006 N ROADWAY ACCESS ON PUBLIC STREETS AND ON THE MAINTENANCE � z PRaecTnvneER 0 i BUILDING ROADWAY IMMEDIATELY NORTH OF THE LIMITS OF F < � PRIORJ041007 0 WEEr 0 i 0 20 40 60 CONSTRUCTION . w5; 0& i 4 Sof 20 maim am W E 9 . PROVIDE POSITIVE GRADE AWAY FROM WELL LOCATIONS. myLLI GRAPHIC SCALE ¢ w ! FL S _ 00 0 Advanced Engineering and Environmental Services, Inc. • 6901 East Fish Lake Road Suite 184 Maple Grove , MN • Ph : 763463-5036 Fax: 763463-5037 0 www.ae2s .com KEYNOTES 00 a O1 PROPOSED 6 " DIP RAW WATER PIPING 0 toO CONNECT PROPOSED 6" DIP PIPE TO PROPOSED PITLESS Y o o UNIT ADAPTOR AND SUBMERSIBLE PUMP < a W O PROPOSED 6" DIP 45' BEND EXISTING 16" DIP GATE VALVE It PROPOSED 8' - 6 " WATEROUS PACER FIRE HYDRANT AND APPURTENANCES 0 / t - �' � ice- � � ♦ O6 PROPOSED 6" GATE VALVE, BOX , RISER AND APPURTENANCES /i ♦ � / ��i �'� :. � , ,� .. of r nc. _ _ s .; iace c /' i PROPOSED 12 " DIP TRANSMISSION WATER LINE Cky 4f c PROPOSED 12 " DIP 11 . 25' BEND 94 3 I t' 11 off; Og PROPOSED 16 " DIP TEE it NOT USED 24 1 , 1 1 CONTRACTOR TO REMOVE EXISTING 16" PLUG AND CONNECT ao I EXISTING PIPING TO NEW PIPING. PROPOSED 16 " X 6" REDUCERcc 2 6 EXISTING 16" GATE VALVE. CONTRACTOR TO VERIFY INVERT 27 ~ 1 I ELEVATION . 24 / to 74 EXISTING 16" DIP PIPE PROPOSED BULK TRUCK FILL STATION It20 PROPOSED 16" DIP TRANSMISSION WATER LINE a � r 21 19 1I �ne 17 PROPOSED 3" DIP FILL STAND PIPING FROM VALVE VAULT U tcn) I W l �qn> / y 18 PROPOSED 3 " DIP 45' BEND "� / I O 11 k T ! f 22 �I \ 19 PROPOSED 10" DIP RAW PIPING d U //, iz % 2 8l � I / 7 j/ 15 ` 20 PROPOSED 10" DIP 22 .5' BEND (D b 0) 16 / PROPOSED VALVE VAULT W Q T I / 12 / 18 23 / 22 PROPOSED STAND — BY POWER GENERATOR W g vOj z > w Ill Uy l rall. y / /' j j 23 PROPOSED WATEROUS PACER HYDRANT, 6 " GATE VALVE, AND > z ag C ( i 14 r �r 5 I \ APPURTENANCES (TYP) 0 g z _M CONNECT PROPOSED 10 " DIP PIPE TO PROPOSED PITILESSIf f a Y a 4 a5 6 / ' UNIT ADAPTOR AND SUBMERSIBLE PUMP wW g p 4g� �� I c \ 25 PROPOSED 4" DIP PIPING FROM EXISTING WATERMAIN Z of � O If 2 Us' � , _ � O 9j j �., _ ' j 26 PROPOSED DRAIN MANHOLE. SEE DETAIL 3/P6 U d Z PROPOSED 1 " SCH 80 PVC FORCEMAIN FROM SUMP PUMP Z Top Hydrant. / I 28 PROPOSED 16" x 12 " TEE WITH M .J. CAP. co — � levk4 �9 . 33 feet I o I —' W§ 3 0 ( ► o I oZW Z aw J m I I ow > i a _ � � w � - " -3, - - - a WNOTES: 0 w .Aj ADD w DRAWING7YPE 1 . INFORMATION FROM EXISTING DRAWINGS WAS USED IN THE PREPARATION OF THIS aw CONSTRUCTION DRAWING. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO = z GRAS+ 0 SAS 3 3 BIDDING . Sj 2 . VERIFY LOCATION AND ELEVATION OF EXISTING PIPE. CONTRACTOR TO ALIGN PIPE TO CHECKED /APPROVED JBB /JKB MATCH EXISTING PIPE. IF PIPE HAS LESS THAN 7 ' - 6" OF COVER, CONTRACTOR d < �) SHALL PROVIDE PIPE INSULATION , SEE DETAIL IN APPENDIX A. PIPE RUNS BETWEEN " < z DATE EXISTING PIPE ELEVATIONS AND PROPOSED INVERT ELEVATIONS SHALL BE ATA a JULY, 2006 5 r CONTINUOUS GRADE. DO NOT ALLOW INTERMEDIATE HIGH AND LOW POINTS. No p PRaEcrnveaER awl um PRIO 3. NO PIPE SHALL HAVE LESS THAN 5 .5' OF CLEAR COVER . dor SHEET 07 h w SHEET 0 20 40 60 4. ORIGINAL BASEMAP WAS RECEIVED FROM THE CITY OF PRIOR LAKE. W E ww = w 5 of 20 GRAPHIC SCALE � � s 0 DID pew FL 5. TIE ALL JOINTS. S o NI G5 Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763463-5036 Fax: 763463-5037 0 www.ae2s. com i 003 PROCESS SCHEDULE N 01 6" X 6" X 12" CMU MASONRY WALL O PROPOSED POLYPHOSPHATE STORAGE TANK 15 PRE— PACKAGED CHLORINE FEED SYSTEM 22 CHLORINE GAS DETECTOR STORAGE ENCLOSURE " 0 " 02 4' X 4' LOCKABLE ALUMINUM HATCH O CORROSION RESISTANT SHELF MOUNTED 16 CHLORINE SPARE CYLINDER STORAGE 23 WELL N0, 8 RAW WATER SAMPLING STATION < a FLUOROSILICIC ACID TRANSFER PUMP ENCLOSURE o O ELECTRICAL EQUIPMENT 10 CORROSION RESISTANT SHELF MOUNTED BREAK @4' WIDE CONCRETE SIDEWALK 24 WELL N0, 9 RAW WATER SAMPLING STATION TANK POTABLE� a 04 CONCRETE PAD 11 FOUOROSON RESISTIC ACID METERING pOMNPTED 18 CONTINUOUS CONCRETE CURB AND GUTTER 25 CHEMICAL WADDITIO SEE ATER GDETAIL I�/P5�ER ¢ O CMU MASONRY WALL12 CORROSION RESISTANT SHELF 19 WATER HEATER (SEE MECHANICAL) O6 WEATHERPROOF LOCKABLE DOOR (TYP.) 13 EYEWASH (SEE MECHANICAL) 20 WALL LOUVER (SEE MECHANICAL) 07 PROPOSED FLUOROSILICIC ACID STORAGE TANK 14 CORROSION RESISTANT SHELF MOUNTED 21 EXHAUST FAN (SEE MECHANICAL) POLYPHOSPHATE METERING PUMP ° 21 5 20 4 I o 3 N O — n o I \\ \\ \ \ X X X X a X X X X X X X w 9 X X X w A X X 2 z X1 22 U 12 LLJIz Q 14 fl 0 19 14 0.. W / U) % Ak 9 0 \ \ / \ = W ¢ w I 6 13 10J Y O z Ofz a > of 11 02 a maILw 0W LL NZ � � O 0) UO = a w 23 24 25 p O I � 06 / \\ 00 / \ 05 oz (� \ zw 17 � i \ \ ow J J \ 20 o LLI 00 oz 12' - 4 1 /2 ' 6' _ 4" 2' - 3 1 /2 " z WZ az � EES 30 0a DRAWING TYPE ram ow CONSTRUCTION 3 3 zo w DRAFTER SAS .. . . .. 18 . 0 CHECKEDIAPPROVED 000 " = 6I JBB / JKB w , z DATE M r Ww JULYs2006 1 WELL HOUSE UPPER PLAN VIEW Nz PROJECT NVMDER Pi OR aid PRIORJ041007 12• 0 1 ' 2' 3' 4' 5' H o y ' m REF: NONE " w sHEEr wm m > w ? zz a 6 of 20 P1a J . O N N Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph: 763463-5036 Fax: 763463-5037 0 www.ae2s.com oso 1 22 PROCESS SCHEDULE r � ; 3 23 24 1 10" D . I . FLANGED CHECK VALVE 27 PRESSURE GAUGE (TYP.) SEE DETAIL 2/P5. 25 O O 00 35 36 } j a0 I O2 10" D . I . FLANGED GATE VALVE 28 SAMPLE TAP (TYP.) SEE DETAIL 3/P50 r r I 2 —9 T 4' 2 ' I 37 < .. 3010" D . I . FLANGED FLOW METER 29 AIR/VACCUUM RELEASE VALVE (TYPE 8) . SEE DETAIL z � ° „ _ 1 = 1 4/P5. END VENT PIPING 18 FROM FLOOR 04 10" X 6" D. I . REDUCER FLANGED TEE 30 PRESSURE TRANSMITTER/SWITCH . SEE DETAIL 27 ° e; ° 28 27 c 1 /P5 . < 0 16 28 05 10 D.I . FLANGED GATE VALVE 31 1 " GALV, SCH 40 STEEL PIPE WITH BALL VALVE ddeddoted1g AND 1 " STUB, AND 1 " SOLENOID VALVE s I4 O6 10" X 12" D. I . 90' FLANGED REDUCER ELBOW 32 2" NPT THREADED TAP WITH 2" NPT THREADED 13 PLUG + A 07 12" X 12" D.I . FLANGED TEE 33 10" FLANGED COUPLING ADAPTOR g > 18 O 6" X 12" D. I . 90' FLANGED REDUCER ELBOW 34 6" FLANGED COUPLING ADAPTOR I a 1 12 EcO6" D. I . FLANGED GATE VALVE 35 33" — 10" FL X PE DI SPOOL 34 — 10 6" X 6" D. I . FLANGED TEE 36 33" — 6" FL X PE DI SPOOL Ica � 2 28 33 I 39 I 11 6" D. I . FLANGED FLOW METER 37 32.3" 4" FL X PE DI SPOOL 28 29 a 12 6" D. I . FLANGED GATE VALVE 38 37" — 10" FL X PE DI SPOOL 22 13 5" D. I . FLANGED CHECK VALVE 39 1951 — 6" FL X PE DI SPOOL 29 b. I I I 11 a 14 CHLORINE INJECTION FITTING 40 30" — 10" FL X FL DI SPOOL 3 I 38 cc A, 15 POLYPHOSPHATE FEED POINT 41 71 " — 6 " FL X FL DI SPOOL 43 e I f6 AIR/VACCUUM RELEASE VALVE (TYPE A) . SEE DETAIL 4/P5 , 42 NOT USED o I END VENT PIPING 18" FROM FLOOR 1 17 12" D.I . FLANGED GATE VALVE 43 76.9 " — 4" FL X FL DI SPOOLAd - 41b 18 3" D.I . FLANGED GATE VALVE 44 17.2" — 12" FL X FL DI SPOOL I I 19 3" D.I . BLIND FLANGE (FOR FUTURE USE) 45 28 .3" — 12" FL X PE DI SPOOL a U 20 3 " TURBINE METER 46 32.3" — 4" FL X PE DI SPOOL 30 30 15 22 LLJ 0 21 3" SOLENOID CONTROL VALVE 47 43" — 6" FL X PE DI SPOOL 0 27 27 22 WALL MOUNTED PIPE SUPPORT 48 52" — 6" FL X PE DI SPOOL �- , ' 31 20 w 15 31 m 23 10" MJ DIP 49 CHLORINE BOOSTER PUMP 40Ad 47 32 I 32 I 21 6" MJ DIP 50 SUMP PUMP = LU Q 24 4 52 25 4" MJ DIP 51 CHLORINE SENSOR J Y O w w — _ II _---__ __ _ i I 19 24 26 12" MJ DIP 52 LLJ 1 ' SCH 80 PVC SUMP PUMP DISCHARGE PIPING of Z z -- T - - 10 — ' — 0Z :5 a �_ F 5 a W LL 9AddFood w 7 Za! wooden O Nodded O U a. Z 06 _ t 6 8 00 dim I I I3 0 05 o Z zw 14 44 I ° wIdd m —� I w t9 offi 00 � z 52 50 49 p w " 51 17 w E E 4 & 0NOTES: 3y yN T $ 31 46 .Q 1 . SEE SHEET G3 FOR CHEMICAL PIPING ° O DRANNOTYPE rr � SCHEMATICS SHOWING GENERAL LOCATION , rco CONSTRUCTION w . o° d a SIZING, FITTINGS, VALVES AND OTHER ° h DRaFER APPURTENANCES 33 — — I e , sw J SAS 000 4 -9 I I 4 I 11 —3 WALL PENETRATIONS THE WELLNGS AND PUMP DI HARGE PPCES FOR ING ARE a < III CHECKEDBBIJJKB 10 LABELED ON ONE OF THE WELL PUMP 2a DATE PIPE OPENING SIZE a � 45 T DISCHARGE PIPES. THE OTHER DISCHARGE JULY, 2006 � — 26 4° DIP 8° DIA. PIPES FITTINGSQUIRE THE SAME AND APPURTENANCES OFPROJECT ~ � PRaEcrnweErs „ „ a d PRIORJ041007 6 DIP 10 DIA. ARE NOT LABELED FOR CLARITY PURPOSES ` oo amm 1 VALVE VAULT PLAN VIEW o 10" DIP 14" DIA. ONLY. 9a 7 Sof zo p2 OT 12" DIP 18" DIA, 3. CONTRACTOR TO VERIFY CONDITION mFa ' 12° 0 1 ' 2' 3' 4' 5' " OF EXISTING WELLS AND EXISTING WELL � a J n /� REF: NONE HEADS PRIOR TO BIDDING. yah y rL Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763463-5036 Fax: 763463-5037 0 www.ae2s.com O 3 Met- PROCESS SCHEDULE " " O 10" D.I . FLANGED CHECK VALVE ¢ 2i (�2 10" D .I . FLANGED GATE VALVE a O 10" D . I . FLANGED FLOW METER < ! O4 10" X 6" D. I. REDUCER FLANGED TEE O10 D.I . FLANGED GATE VALVE mom It 30 31 32 O 10" X 12" D . I . 90' FLANGED REDUCER ELBOW 55- 33 (�7 CHLORINE INJECTION FITTING O POLYPHOSPHATE FEED POINT O FLUOROSILICIC ACID FEED POINT IS12" D. I. FLANGED GATE VALVE EL. 950.50' z 11 3" D .I . FLANGED GATE VALVE ' q z T.O.C. - 12 3" BLIND FLANGE x co 3, -8„ 3 13 3" cc TURBINE METER It terms ° ' 14 me 3" SOLENOID CONTROL VALVE toIt- e 16 %'' ;'. �' - 15 PIPE SUPPORT (TYP.) . SEE DETAIL 5/P5 48" X 48" ALUMINUM ACCESS HATCH CAST IN TOP SLAB 17 LINK SEAL (TYP.) od 18 WALL MOUNTED PIPE SUPPORT U i 11 12 13 14 27 19 PRECAST CONCRETE VAULT O 34 20 CONCRETE FILL 34 21 AIR/VACCUUM RELEASE VALVE (TYPE A) . SEE DETAIL 4/P5 . �W EL. 945.50' m _ _ _ _ 19 22 PRESSURE GAUGE. SEE DETAIL 2/P5. O 18 °f 23 AIR/VACCUUM RELEASE VALVE (TYPE B) . SEE DETAIL 4/P5 . _ J Lou F w 21 23 18 24 22 25 28 O J Y O z 24 PRESSURE TRANSMITTER/SWITCH . SEE DETAIL 1 /P5. w w z n 25 2" NPT THREADED TAP W/2" NPT THREADED PLUG > Q Z w EL. 943 .00' _ _ _ _ _ — 1 CL LU W _ _ II _ �I 26 10" FLANGED COUPLING ADAPTOR LU LL w u LL IW- O > 0 27 CHLORINE BOOSTER PUMP z O 22 1 2 26 3 8 15 4 5 6 9 tp 17 28 CHLORINE INJECTION FITTING d) V a EL. 941 . 25' 29 3/4" SCH 40 SS PIPING Im T.O .G. m . . Z 30 WELL NO. 8 RAW WATER SAMPLING STATION o5 00 31 WELL NO, 9 RAW WATER SAMPLING STATIONy d da d . . - W3 F Ida ° e 2O' y ° Q ° 32 POTABLE WATER (POST CHEMICAL ADDITION) zw J 4. b or SAMPLING STATION ffi � J 33 CHEMICAL FEED SHELF20 o W ao EL. 940.00' 20 w w 34 3" D. I. BLIND FLANGE az T.O.Czw . VALVE VAULT SECTION VIEW a 1 w E E p3 NOTES: 3 „ mom .; 12• 0 1 ' 2' 3' 4' 5' w NN r REF: NONE 1 . SEE SHEET G3 FOR CHEMICAL PIPING "° 0 DRAWING TYPE ra SCHEMATICS SHOWING GENERAL LOCATION, � o CONSTRUCTION -umvSIZING, FITTINGS, VALVES AND OTHER C w o RAFTER 3 3 F APPURTENANCES. S � SAS 2. FITTINGS AND APPURTENANCES FOR ' CHECKEDIAPPROVED coo THE WELL PUMP DISCHARGE PIPING ARE as JBB / JKB LABELED ON ONE OF THE WELL PUMP y DATE DISCHARGE PIPES. THE OTHER DISCHARGE _ € d JULY, 2006 m o FITTINGS PIPES EAND APP RTQUIRE THE ENAN ESTYPE —OTHEY PROJECTM1VABER iza PRIORJO41007 ' I ARE NOT LABELED FOR CLARITY PURPOSES 00 IIIIIII r ' ONLY. pHEET z 8 Sof 20 3. CONTRACTOR TO VERIFY CONDITION SRw OF EXISTING WELLS AND EXISTING WELL xw < yl A /� HEADS PRIOR TO BIDDING. = ay r J Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove , MN 0 Ph : 763463-5036 Fax: 763-463-5037 0 www.ae2s.com s ; ao PIPING SCHEMATIC SYMBOLS LEGEND 0C 1 1 /2" SCH4 o d E 40 GALVANIZED < .. STEEL PIPE SOLENOID VALVE l MAIN CONNECTION POLY TUBING Pc PRESSURE GAUGE PRESSURE REDUCING VALVE (PRV) o EMERGENCY AUTOMATIC IN 1 1 /2" SCH . 40 a m SHUT-OFF SWITCHOVER CARRIER PIPE (TYP,) � EJ EJECTOR 1/1 CHECK VALVE (CV) jp¢ POLY CARRERTPLINE IPE AIN 11N1 /2 VALVE �j FLOW CONTROL VALVE BALL VALVE (BV) VACUUM SCREEN TO OUTSIDE REGULATORS PG 9 WITH RATE ® STRAINER/SCREEN Pur METERING PUMP METER -N%,,,,,. FM FLOW METER SNUBBER 4 AUTOMATIC UNION ® DIAPHRAGM SEAL ' FLOW CONTROL I VALVE O MIXER CHLORINE GENERAL NOTES: CHLORINE MONITOR (TYP.) TEJ BOOSTER PUMP I 1 , ALL TANK CONNECTIONS TO BE AIRTIGHT BULK HEAD FITTINGS . 2. TUBING OF SIZE RECOMMENDED BY EQUIPMENT MANUFACTURER . JECTOR CHLORINE LEAK MAIN CONNECTION � 3. ALL SMALL DIAMETER PIPING AND CARRIER PIPING SHALL BE SUPPORTED FROM BUILDING AND/OR SENSOR (TYP.) ~ — PVC BALL MAIN PUMP DISCHARGE PIPING. PIPING SHALL FOLLOW BUILDING LINES NO DIAGONAL RUNS OR (INJECTION FITTING) ( ) CHECK VALVE MAIN PUMP DISCHARGE PIPING. a WELL ::: PVC BALL VALVE 150 POUND CHLORINE PIPING 4, SMALL DIAMETER WATER PIPING SHALL NOT BE RUN ACROSS FLOORS. CYLINDER (TYP.) 5 . ALL TANK CONNECTIONS TO BE AIR TIGHT BULK HEAD FITTINGS . a BY OTHERS CYLINDER SCALE NOTE: ` 1 . TUBING OF SIZE RECOMMENDED BY EQUIPMENT MANUFACTURER . 6 . TUBING SHALL BE IN 1 1 /2" SCH . 40 CARRIER PIPE WITH LONG RADIUS BENDS, TO BE RUN ALONG WALLS AND ACROSS CEILING , 0 CHEMICAL FEED SCHEMATIC - CHLORINE P4 SCALE: NONE INJECTION FITTING H PVC BALL VALVE ( ) SHELF MOUNTED FLUORIDE ONE PVC BALL CHECK VALVE W ETERING PUMP WELL NO. 8 WALL MOUNTED BREAK TANK DISCHARGE PIPING d x PVC BALL CHECK VALVE 4 PVC BALL VALVEPMP W C7 1 /2" OVERFLOW LINE PIOLIY UBIN1 /2 SCH . 40 v WELL PIPING CARRIER PIPE (TYP.) J W h POLY TUBING J Y O w IN 1 1 /2" SCH . 40 INJECTION FITTING INJECTION FITTING W w w PVC BALL VALVE 2 CARRIER PIPE (TYP.) SHELF MOUNTED Z SHELF MOUNTED FLUORIDE POLYPHOSPHATE PVC BALL CHECK VALVE O Z w TRANSFER PUMP METERING PUMP \ of 1 1 /2" SCH . 80 WELL N0, 9 0' a uT PVC VENT LINE TO DISCHARGE PIPING W LL Y o OUTSIDE WITH INSECT H O g w SCREENPMP Z 0 J POLY TUBING U a IN 1 1 /2" SCH, 40 0Uj 1 1 /2" SCH . 80 CARRIER PIPE (TYP.) Z v u PVC VENT LINE TO 06 FILL CAP OUTSIDE WITH r00 INSECT TRANSFER PUMP (AIR TIGHT) SCREENf � S SUCTION LINE FOOT VALVE METERING PUMP POLYPHOSPHATE STORAGE TANK zw O W/ STRAINER (TYP.) SUCTION LINE ow m J 0 SECONDARY mw a CONTAINMENTFOOT VALVE az N TANK W/ STRAINER (TYP.) a W w E FLUORIDE BULK HEAD CONNECTION f 3 q NQ m STORAGE TANK j POLYPHOSPHATE SECONDARY rcw CONTAINMENT TANK w�DMWIMGTYPE rffiw CONSTRUCTION NOTE: NOTE. ow 7FR URA 3 a - v SAS 1 , 1 1 /2" SCH . 40 CARRIER PIPING TO BE FURNISHED AND INSTALLED FROM FEED PUMPS TO INJECTION 1 . 1 1 /2" SCH. 40 CARRIER PIPING TO BE FURNISHED AND INSTALLED FROM FEED PUMPS TO cHEaEoinarrsovEo o S o POINTS . INJECTION POINTS. con N 2. TUBING OF SIZE RECOMMENDED BY EQUIPMENT MANUFACTURER. 2. TUBING OF SIZE RECOMMENDED BY MANUFACTURER. H < JSB / JKB 3. ALL FLUORIDE TANKS AND CONNECTIONS TO BE GASKETED. 3. ALL POLYPHOSPHATE TANKS AND CONNECTIONS TO BE GASKETED. < DATE m a 0 JULY, 2006 NF 2 � o PRQIECT MRABER PRIORJO41007 2 CHEMICAL FEED SCHEMATIC - FLUORIDE 3 CHEMICAL FEED SCHEMATIC - POLYPHOSPHATE S�EEr m a m P4 SCALE: NONE pq SCALE: NONE a ? 9 of 20 m " o p REF: NONE REF: NONE W h zo >� Cr O N Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763463-5036 Fax: 763463-5037 0 www.ae2s.com Cool o ; PRESSURE GAUGE PIPE aa � o< a �! ✓ 3/4I 0 /2" S .S. REDUCING BUSHING " a m PRESSURE SWITCH WITH BALL S.S. VALVE > �� < a 3/4"x1 /4" REDUCING zCF BUSHING 3/4" SS PIPING TO SAMPLING STATION < PRESSURE TRANSMITTER s (WHERE REQUIRED) 3/4" NPT S.S. NIPPLE 3/4" NPT S .S. DIAPHRAGM SEAL g _ 3/4 " NPT S .S. PRESSURE SNUBBER V 0 3/4" NPT S.S . DIAPHRAGM SEAL 3/4" NPT S.S . BALL VALVE 3/4" NPT S .S . PRESSURE SNUBBER 3/4 " NPT S.S. PIPE — 3/4" NPT S. S. PIPE NIPPLE (TYP) NIPPLE (TYP.) n 3/4" BALL VALVE = CONNECTION VARIESt NOTE: SEE DRAWINGS 3/4 " SS BALL z 3/4" PIPE NIPPLE (TYP) VALVE 1 . SUPPORT ASSEMBLY TO ELIMINATE VIBRATION , 3/4" NPT SS 3/4" SS 90' CONNECTION VARIES 2 , REARRANGE ASSEMBLY TO MEET INSTALLATION REQUIREMENTS . PIPE NIPPLE ELBOW NOTE: SEE DRAWINGS SS PIPE a SS HOSE BIBB 1 . SUPPORT ASSEMBLY TO ELIMINATE VIBRATION . (SMOOTH WAPPORT FROM LL z � 2 . 2.REARRANGE ASSEMBLY TO MEET INSTALLATION REQUIREMENTS . NOZZLE) s s PRESSURE SWITCH DETAIL �2� PRESSURE GAUGE DETAIL o p$ SCALE: NONE ee P5 SCALE: NONE NEW VENTILATED WELL HEAD CAP - - - - - � NOTE : CLEARLY LABEL U SAMPLE STATION � APPROPRIATELY O Il 4" O. D. SAFETY BOLLARD TYP, 3 PER z-1/z 2-0 g U4 ""' """R"/2 t-1/2 9 a 11- 1/2"' W PRODUCTION WELL, SEE SITE PLAN FOR s 2-+/2 /2 9 a-+/4 s/a PLAN ORIENTATION AND LOCATION. 3.1/2 2-i/2 1-1/2 9 8-1/2 1x •2 1 3 - 1/2 9 10-1/4 14 SEE DETAIL 6/P6 O a 3 •2-1/2 9 it-a/a 15-1/4 G 5 3 02-1/2 9 13-5/a 16- 1/2 .Q d d d W Q 10 3 •2-i/2 9 14-5/a 15- 1/4 O Y Fe" 12 3 92-1/2 9 15-5/a 19-3/4 d 41 a' . J O 14 4 3 11 +a-7/a 20-3/4 4 Q g W tfi s 1 a 1 n 1 +9-7/a 1 22-174 z i9 6 3-1/2 13-1/2 21-I/4 24 N1-1/2 13-1/2 23-1/4 25-1/2 C O 2, 6 a 13_ 1/2 26-1/2 28-1/' a SAMPLE TAP STATION DETAIL Volume < G p 30•• 8 a 1 13-1/2 23-5ro 31 -1/2 O I u•• 6 + u-I/2 3o-sro u-3/a P5 SCALE: NONE W LL Y 35•• 6O#RE+ i3-1/2 32-sro 31-3/4 FINISH GRADE I I 009iE5 U0E4T . EY6LY Z I I 1 IIII it I II `° � Ua I . , � II I I I I I I I I I O I l l o _ 6" PITLESS UNIT - - O Ik� l I I I I I I I I I II- I II "U " BOLT PIPE SUPPORT IF� I I I I I I I I I F � Ik� l I O 12 — INCH WELL CASING PER SPECIFICATIONS, ADJUSTABLE PIPE SUPPORT SCH 80 PVC AIR/WATER Z 00pI i I I O PUMP AND 6" COLUMN PIPE VARIES) i ' PER SPECIFICATIONS GE PIPING (SIZE _ 06 i „ I i I 11 „ I I i I I IT ' i 1 1 U- O6 ° D. I . PE. x FL. PIPE SPOOL. 111111 11111m fitO °O 1 5 LONG BODY TRANSITION COUPLING f. A* ' B' 05 o Z m 1 I I O STEEL TO D . I . 150 LB. THREADED AIR/VACUUM VALVE a � J ( ) REDUCING FLANGE. (SIZE VARIES) O 24" WELL CASING GALVANIZED. � z m LLI S .S. NIPPLE (SIZE VARIES) m � ONON 18 " WELL CASING I S.S. NIPPLE S .S. BALL VALVE ow wi" lCeioC C 'A' NON – SHRINK GROUT ( ) (SIZE VARIES) � z SIZE VARIES EE � I I 6 5 4 1 " MINIMUMo w 3y I I 3 " MINIMUM a DRAWING TYPE NOTE : TERMINATE CASING VENT A i 7 MINIMUM OF 18 " ABOVE � o CONSTRUCTION ow GRADE � = DRAFTER ow SAS GALVANIZED ANCHOR BOLT OR o v u I I li w CHECKEDIAPPROVED ADHESIVE ANCHOR WITH TWO (2) -socoo 6' WITH "U" BOLT WITHOUT " U" BOLT NUTS AND ONE ( 1 ) LOCKWASHER. " Na z JBBIJKB DATE r N (TYP. OF 4 AT 90' ) a s JULY, 2006 N � ' 3 ROUTE TO DRAIN Fz PROJECTNUMBER r 5 PIPE SUPPORT a AIRNACUUM VALVE DETAIL = aa HEET PRIOR1041007 oa a m P5 SCALE: NONE P5 SCALE: NONE g � i 10 Sof 20 w . www s PRODUCTION WELL NO. 9 DETAIL mNw a o PS SCALE: NONE cp a J P 5 = sh J Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph: 763-463-5036 Fax: 763463-5037 0 www,ae2s.com 0 6 3 • NEW VENTILATED WELL HEAD CAP z < F � c No a � 4" O. D. SAFETY BOLLARD TYP . 3 PER PRODUCTION WELL, SEE SITE PLAN FOR 0 PLAN ORIENTATION DETAIL ON PLOCATION . - " FRAME AND COVER NEENAH CASTING R- 1915 h , OR EQUAL ,v. . '° ' v '• ' ' ' � ''' : v CONCRETE OR MASONRY WALL PRECAST CONCRETE ADJ. e , .' • a RINGS -MIN. 2 MAX. 3 0 'a' :' ° °' ' • ' • •e •':° HYDROSTATIC WALL SEAL EQUAL TO "LINK SEAL" 1 q UT v •2 BY THUNDERLING CORPORATION 'o a : •: :: e . . . .d . . . ° .4 I.D. SLEEVE AS RECOMMENDED BY THE SEAL MANUFACTURER I ALUMINUM MANHOLE STEPS I' '' : v ' FINISH GRADE I I I o x° ` a . :oy. . . • a • :? f II 1 1 I 15" O.C. it I I I I W911 ioiO 10° PITLESS UNIT I ILEI ISI I I I I� I SBI III I f i I ( I Ipl i I I r7 � I @18 —INCH WELL CASING LE WATERPROOF ALL JOINTS IN MANHOLE TO o I I I I I I I O PUMP AND 10" COLUMN PIPE HAVE "0" RING RUBBER �p � . , I I I 11 I I � I I I �I GASKETS i o � r � IEgI I , IIS " O 10 ° D. I . PE. x FL. PIPE SPOOL SCH e0 PVC 00 CEMAIN FROM VAULT LONG BODY TRANSITION COUPLING. PIPEPRECAST CONCRETEMP PUMP '. . 'Q Q . R . a 1 (STEEL TO D.L) MANHOLE SECTIONS 30" WELL CASING . • D' •; 4 . R' ; I I O 8" PRECAST CONCRETE RING INV. EL. 938.00' ,: •';; s•;6 '• "; • P' NOTE: 7 24" WELL CASING FOUNDATION FOR MASONRY WALL, CUT OPENING AND FILL WITH NON-SHRINK ` •v. ' °: "•'°.a > ' ° GROUT FROM BOTH SIDES, FINISH FLUSH WITH WALL 1 1 5 4 1 1 6 1 - 1 /2" CRUSHED ROCK V I NOTE : TERMINATE CASING VENT A 0 MINIMUM OF 18 " ABOVE GEOTEXTILE FABRIC d WALL SLEEVE DETAIL 1 1 7 ' O P6 SCALE: NONE i I 11 GRADE a, j1 2 W 11 U) I1 11 3 6 —O � —1 LU < Y Z �2� PRODUCTION WELL NO . 8 DETAIL 3 DRAIN MANHOLE DETAIL o P6 SCALE: NONE 16 SCALE: NONE WaW LL o I— O � 0 rn U a O z 06 00 � 0 p PAINT HIGHFILL WITH CONCRETE wg o Z a GEOTEXTILE FABRIC VISABILITY YELLOW M w J REFLECTIVE TAPE ow MJ 6" SCHEDULE 40 m ' STEEL OR WOOD POSTS ® 6' OC MAX WITH STEEL PIPE o Sw 010 ow 2' MINIMUM EMBEDMENT, 5' LONG REFLECTIVE TAPE i ai _ SLOPE TO DRAIN aw pz-- E v wa DRAWING TYPE rN o po CONSTRUCTION ow u •a° . �sii i ? SURFACE TYPE AS INDICATED •i r o ii DRAFTER r- W ;�,;.yex ON THE PLANS r';' N J SAS Z o � m BcfE ENCASEMENT CONCRETE wo JB � JK t01111 H r) N \RF'C NOTE: i $d i DATE _ CARSONITE GUARD POST COVERS as JULY, 2006 \,0� FABRIC ANCHORAGE: MAY BE USED IN LIEU OF REFLECTIVE wr 6" WIDE X 6" DEEP CONTINUOUS FABRIC TAPE AND PAINT. 1 ' - 10" so PROJECTMAABFR ANCHORAGE TRENCH BACKFILLED WITH WELL NO. S PHOTO aid PRIORJO41007 r I COMPACTED NATURAL SOIL h N SHEET 4 SILT FENCE DETAIL 5 EXISTING WELLHEADS 6 BOLLARD DETAIL � w = 11 of 20 ICY V P6 SCALE: NONE P6 SCALE: NONE p6 SCALE: NONE ° ' w r' rwo a � pia u J P6 = o � Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763463-5036 Fax: 763463-5037 0 www.ae2s.com N Uj II LO II C s In O_ CO N o o I O c o U OLLI U) Qgo e I v=i Q ono n i N 1. M o D) M O M N >„ rn 0 _ 1 CD 1 3 i NUMBERED N01ES Q1 SIDEWALL EXHAUST FAN. BASED ON GREENHECK MODEL CW-070-D, 160 CFM A 0.4 'W.C., MOTORIZED DAMPER, 1 /30 HP, 115/60/1 8X8 DUCT Doth TO Qi 16'W x 16'H INTAKE WALL LOUVER. BASED ON RUSKIN ELF375DX s• Af.F. 4` HIDE, STATIONARY LOUVER WITH DRAINABLE BLADE, EXTRUDED ALUMINUM } FRAME, EXTRUDED ALUMINUM BLADES, 1/2' ALUMINUM MESH BIRDSCREEN. i ` An MOTORIZED DAMPER AND 120V DAMPER ACTUATOR, DAMPER BASED ON RUSKIN ^ � � � �� ^� � ^ ��^��• CD50 LOW LEAKAGE EXTRUDED ALUMINUM DAMPER WITH OPPOSED BLADES. ACTUATOR BASED ON BEUM0 120V WITH SPRING RETURN, Q EMERGENCY SHOWER THERMOSTATIC MIXING VALVE. BASED ON LAWLER MODEL 911 . CAPABLE OF DELIVERING 20 GPM AT 75 DEGREES F. COLD WATER BYPASS. EMERGENCY SHOWER EYEWASH STATION. BASED ON SPEAKMAN SE-690. UNIT SHALL 5 MEET ANSI STANDARDS AND OSHA RULES, HEAD SHALL DELIVER 20 GPM WITH STAY • • ••• • • • • • • • • • • • • • • • 4 OPEN VALVE. EYEWASH SHALL HAVE STAY OPEN, HAND OPERATED VALVE. ® ELECTRIC WATER HEATER. BASED ON A.O. SMITH MODEL DEN-80. 80 GALLON STORAGE TANK CAPACITY. NON-SIMULTANEOUS ELEMENT OPERATION. DUAL 5 KW ELEMENTS. (� © EJ26 GPH RECOVERY AT 80 DEGREES TEMPERATURE RISE T&P VALVE. W © AIR CONDITIONING UNIT, BASED ON CARRIER MODEL 4OBNBO18-3 HIGH WALL MOUNTED O DUCTLESS SPLIT A/C SYSTEM, 1 .5 TON COOLING CAPACITY, 208-230/60/1 , MCA = 0.5. WALL MOUNTED T-STAT. w Q7 CONDENSING UNIT, BASED ON CARRIER 38 BNBO18. 1 .5 TON COOLING CAPACITY, U) W ¢ g 208-230/60/1 MCA = 11. MOUNT ON a CONCRETE PAD. 5 `4 ~O a. DEHUMIDIFIER LOCATED IN LOWER VALVE VAULT, BASED ON THERA-STOR MODEL = g W U HI-E DRY 195. 540 CFM, 107 LBS MOISTURE REMOVAL PER DAY. 70 DEGREES F J p z DB, 50% RELATIVE HUMIDITY. W v a LLI W LL Y W g oho 06 [L w 00 Z 3 J WELL HOUSE MECHANICAL PIAN 0 , 2 a 4 a os w _—� � _ North SCALE* 1/z•=1 '-0• �k s� a m = now a aW o 3y � � m 00 a � DRAWNDTYPE C3 ow CONSTRUCTION o w DRAFTER SRS .� uo CHEC!(ED /APPROVED o a Q DAS / DAS N h a ml DATE S N d JULY, 2006 C z z PROJECTMNSER 3 o o � hJ041007PRIOR H SHEET p Irwz X of 1 N oms Yh0 = ° ! M 1 o � Advanced Engineering and Environmental Services, Inc. • 6901 East Fish Lake Road Suite 184 Maple Grove, MN • Ph : 763=463-5036 Fax: 763463-5037 0 www.ae2s.com 0 N Uj W � NUMBERED NOTES � to t ✓ ; t f 4 01 6' PITLESS ADAPTOR AND SUBMERSIBLE PUMP (75hp). PROVIDE /j XCEL POWER WIRING & DRAWDOWN SENSOR WIRING, MAKE CCONNECTIONS. Y tf f TRANSFORMER SEE SCHEMATICS. s j h� %t0 '. > ® BULK TRUCK FILL STATION, SEE SCHEMATICS. MAKE CONNECTIONS. l ;L 3Q STAND—BY POWER GENERATOR. SEE SCHEMATICS. MAKE CONNECTIONS fjj k / \, f j FOR HEAT, BATTERY CHARGER CONTROLS & POWER WIRING. f / .' 4 ;' Q4 10' PDLESS UNIT ADAPTOR AND SUBMERSIBLE PUMP MIN). f � PROVIDE POWER WIRING & DRAWDOWN SENSOR WIRING.. MAKE CONNECTIONS. SEE SCHEMATICS. f f h Iff ' F Af 2 yJ j r" xe vq ••<� to tfe t J er P U 1 jjj(//j :•� � = W � ' BYO Z S JOz w LJJ � � U) s^> c- Y o O U fO w � U � 00 0 J North o s W T ELECTRICAL SITE PLAN '° �° �° '° �° _ w I SCALE: 1a=20F Q'aphk Scale o � $ sz n m ' ww az as ti c a �3y ¢ w vi ° o DRAWING TYPE mm o CONSTRUCTION LIGHT FIXTURE SCHEDULE o= DRAFTER m CML TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LAMPS VOLTS REMARKS CHECKED /APPROVED c A FLUORESCENT UTHONIA DM232TUB1 -CW 2-32W—T8-35001( 120 1 ,2 a < PFK / PFK 8 WALL MOUNTED HPS HUBBELL NRG-3014C 11 -50W—E17—CLEAR 120 za DATE c N i ml JULYPRIORJ041007 2006 0 dza Y ~ ¢ ,O 1 . MOUNT AT 1206.0 2. SOLID STATE COLD TEMP ELECTRONIC BALLAST i 04 Mo P� � � _ ¢ N N Advanced Engineering and Environmental Services , Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763463-5036 Fax: 763463-5037 www.ae2s.com DISTRIBUTION PANEL - - DP 3-1 /C-/12-1/2' 3-1 /C-112-1 /2' MOUNTING LOCATION SERVICE REMARKS a SURFACE ELEC. ROOM AMPS VOLTS PHASE W1Kj MAIN LUGS ONLY w fi - - - - - - M - - - - - pL - �7 600 277/480 3 4 w TO DP ANTICIPATED PHASE ANTICIPATED N 1 "5 CIRCUIT DESCRIPTION BKR CKT LOAD IN VA ABC LOAD IN VA CKT BKR CIRCUIT DESCRIPTION s CHLORINE TRANSFORMER 50A 1 10000 47800 2 250A VFD - PUMP 2 150h w I I PUMP • 3 10000 47800 4 p 3P 5 10000 47800 6 3P g = 480: 120V NEMA 1 ( VFD - PUMP 1 75h 150A 7 25500 500 8 20A CHLORINE PUMP 9 25500 500 10 Y ; FVNR 3P it 25500 500 12 3P pOL'S COMBINATION 13 14 M STARTER I 15 16 p ; 17 18 19 20 RTfA ( 21 22 p ; 1 1 23 1 1 1 24 LLD CALLED j 12028V P0PSCADA / 1ER PANEL PP CONTROL _ M T o RUNNING PANEL MOUNTING LOCATION SERVICE REMARKS SURFACE ELECTRICAL AMPS VOLTS PHASE WIRE 100AMP MAIN BREAKER 100 120/208 1 3 4 CHLORINE BOOSTER PUMP SCHEMATIC ANTICIPATED PHASE ANTICIPATED NO SCALE TYP. CIRCUIT DESCRIPTION BKR CKT LOAD IN VA ABC LOAD IN VA CKT BKR CIRCUIT DESCRIPTION LIGHTS OUTLETS 20AIP 1 500 500 2 20AIP CONTROL PANELCPL VAULT OUTLET 20AIP 3 200 300 4 20A1P FLUORIDE FEED RECEPT THRU CPL EXTERIOR OUTLET 20AIP 5 200 300 620AIP POLY FEED RECEPT THRU CPL WATER HEATER 30A 7 2250 1250 8 20A1P DEHUMIDIFlER 2P9 2250 1000 10 20A GENSET HEATER SPARE 20A1P 11 1000 12 213 SPARE 20AlP 13 ---- 700 14 20AIP GENSET BATT CHGR " 2 SETS: CONDENSING UNIT CU1 20A 15 1112 200 16 15A1P FLOWMETERS F- 3 350MCM 3" GRS • 2P 17 1112 500 18 20AlP SUMP PUMP W " GRS AIR CONDITIONING UNIT 15A 19 200 200 20 20AlP EXHAUST FAN 2P 21 200 300 22 20A1P LIGHTSO U) EXTERIOR LIGHTS 20AIP 23 200 100 24 15A1P CHLORINATORS 48OV, 3P CHLORINE ROOM LTS VENT 20AIP 25 600 100 26 15A1P CHLORINE SCALE a 600A SPACE ---- 27 ---- 100 28 15AIP CHLORINE VALVE OPEN TRANSITION y LU SPACE 29 500 30 20AIP BULK WATER � V ATS MTH MONITOR START I -- ( SPACE ---- 31 ---- ---- 32 ---- SPACE LU F 600A S.E. srARr SPACE ---- 33 ---- ---- 34 ---- SPACE ` CRATED MAIN CO CONTROL ROL EL , � SPACE - 35 - 36 SPACE �2 w O --- ---- --- ---- z W s j \ 42KAIC I BREAKER PANEL DRAWING * CIRCUIT ROUTED TO GENSET. J cr z g WELL CASING _ _ W O _ _ 2 SETS: CL Q 2 SETS: = LIFER 4-1 /C-350MCM, 2 SETS: O -j z 4-1 //C-350MCM ELECTRODE 3• GRS 8-i /C-/14 1 ' 4-i /C-350MCM 3" GRS (6 SPARE) 3" GRS H TSTAT o U TO 06a CT ENCLOSURE j O DISTRIBUTION 120VAC R 0 277/48OV, PANEL PP-20 �- - i METERGENERATOR SET 30, 4W 350KW N MOTORIZED O o JI CONTROL PANEL GENERATOR LIGHT DAMPER J 2 SETS 6 A H _SWITCH 3 J 4-1 /C-35OMCM 3' 120VAC � � o HEAT 01MR ANN PP- 22 N EF ow ww = XCR TRANSFORMER _ _ _ _ _ _ — _ _ LIGHTING AND 4-1 /C-/10, 1 -1 /C-#10 GND SEE CONTROL PANEL EQU PMENWL �N oMz w a 1 ' SCHEMATIC, AS SHOWN a ON PLAN. w c NDTM DID NT BOND � o NW TO CROW1 ¢ a � C yr AT GBXBRd71OR Rt 0 DRAWWGTTPE o wo CONSTRUCTION ow 0 CL ow 00 zz DRAFTER CHEMICAL ROOM UGHTS f VENTILATION SCHEMATICCIVIL ELECTRICAL ONE- UNE DIAGRAM VED NO SCALE FLUORIDE/POLYPHOSPHATE ROOM a oHPFK 'I PFK ml NO SCALE 5 DATE JULY, 2006 raZ PROJECT "BER Y i ' a PRIORJO41007 ao O p z SHEET o _ 4 of 8 N � � � a O wow pow E4 � N N Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763463-5036 Fax: 763463-5037 0 www,ae2s. com A !i FIELD MOUNTED FURNISHED UNDER THIS CONTRACT MOUNTED IN CONTROL PANEL E5 001 — I - a 076 002 — 3-1 /C-112-1 /2• GRS - I N N + - - - - - - - - - - - - - - - - - - - - - - - - 077 — N 003 — - - - - - - - - N 078 — 4-1/0-#14-1 ' GRS CL 004 — 120VAC PP-2 - - - - - 079 — R3 CHLORINE BOOSTER +' 005 — - H2 Rt I TO CHLORINE - - - - - - - - - - - - - - - - - - - - - - 080 — REQUIRED I I I PUMP REQUIRED w 006 — z0A _ _ BOOSTER PUMP - 24190 �- rr 081 — MOTOR STARTER - - - - - - - - - - - - - - - - - - a CHLORINE BOOSTER w 007 — I t° N UNINTERRUPTIBLE N I 082 — IN MCC RUNNING _ I I I PUMP RUNNING POWER SUPPLY i 083 — - - -- - - - - - - - - - - - - - °Fr ; 24190 ° 0In 00 — _ _ — _ _ — _ _ _ I I a I CHLORINE BOOSTER 009 — i H�- 120VAC OUTPUT-76H� �N i 084 — ; AUTO 011 — i 086 i PUMP IN AUTO e i H085 MD 012 — I i 087 — I R3 -! =�� 120VAC Y 013 — 088 — AUTO DO I CHLORINE BOOSTER PUMP 014 — H DC POWER A&E 089 — REQUIRED 015 — N SUPPLY LOGICCONTR011FR 016 — i 24VDC (PLC) POAER , 090 — 120VAC + I 9A PLT, I i 091 — R4 zaA CONTACTS oo POLYPHOSPHATE PROCEM 017 — i/ORACK c. 092 — I I 120YAC I I SYSTEM REQUIRED 018 — - - - -� , 093 — 20A CONTACTS DO 20 019 — 094 — i RS ( ( I REQUIRED SYSTEM 0 — I I c I I 095 — 021 — R1 2M 096 022 — 2-1 /C-114-1/2' I 01 i I POWER FAIL 097 — 023 — - - - - - - - - 24N)C 098 — 8-1 C- 14-1 ' SCH 80 PVC 2 C ARE SPARE i I C VAULT FLOODING - / # ( / ) 024 a ' FLOOR FLOODING 099 025 — I I 100 — GENERATOR CONTROL PANEL CHARGER - - - - I I a I I CHARGER 026 — i I ( i 101 — FAILURE 2419c FAILURE 027 — 102 — "- - - _ r-°1r - - - a I LOW COOLANT 028 — _ _ _ 6_1 /0_#14-1_ GRS R5 103 — I COOLANT T�nll ; ; 24190 029 — - - - - - r- - - - REQUIRED I I I 104 — START SIGNAL - - - rO ENGINE -L � a I I ENGINE TROUBLE 030 - - - - - - - - - - - - - - - - - - 10 241vc 1 105 - FROM ATS. ( - - � TROUBLE zo}+ 24190 GENERATOR 031 — - - - - - - - - - - - - - - ; a I ; WELL #8 VFD 106 — n LOW FUEL FAULT I FAULT LOW FUEL 'fir - - - a 032 — TO WELL 18 PUMP - - - - - - - - - - - - - - 24190 107 - ONE-LINE - 033 - - - - - - - - - - - - - a WELL PUMP 108 — AUX POWER - - - - - 034 — RUNNING I I RUNNING FOR HEAT, BATT I 2t19C 109 — CHARGER ETC. _ - - ''O FUEL TANK 01 I I GENERATOR FUEL 035 — 110 — RUPTURE TANK RUPTURE r 036 — I ( 111 1 — - - � - � F- 037 — 6-1 /C-#14- ' GRS 112 I I I , ILLIU 038 — - - - - - - - - - - - - - i R9 ; ; I 113 — 48OV, 34 TO ATS. 039 — REQUIRED _ _ _ _ _ _ _ - - - - - I 2gpC I , 114 — SEE ONE-UNE DIAGRAM 0 _ D i I 040 — - - - - - - - - - - - - - - - - - a I WELL #9 VFD 115 — FAULT r _ _ — _ _ — ` 72-1 /C-#12-3/4" GRS W 041 — TO WELL 19 PUMP _FAULT _ _ _ _ _ _ _ _ _ _ _ _ _ 24wc CHLORINE GAS 116 — a+ - - - - - 042 VFD #9 (LEAK) DETECTOR 043 — RUNNING - - - - - - _ - _ _ - - i a I I WELL N PUMP 117 - - - C� RUNNING 118 — REMOTE � y - - - - - - - W ¢ SENSOR IN i i i i 24190 0 Y ~O ¢ 044 — I I I ( 119 — VAULT � +0 °* - - - - - - - - a I I CHLORINE LEAK = g " 045 — ; 120 — L- - - - - - - - - -1 2-1 /C-#14-3/4' DETECTED (VAULT) J z 046 — 2-1 /C-#14-3/4" ' I I 121 — i J0 of Cn 047 — (- - - - - - - - - - - - -I ( 122 — - - - - - - - - - - - 1 2-1 /C-#12-3/4' GRS I I I I LL' UL z 048 — AUTOMATIC TRANSFER CHLORINE GAS ¢ 123 — a+ - - - - - - - - - LEAK DETECTOR 120VAC LL 0 Y o_ 049 — SWITCH (PARTIAL) - I I ttt9c I 124 — ( ) UPS (N - - - - - - - - - � 24190 rn LL g p 050 — SEE PLAN ( •STANDBY �" - - I a i i ATS IN STANDBY 125 — I INE - - - - - - - - - I p ( I CHLORINE LEAK O p F 051 — LEAK (EMERGENCYIL ! - - (EMERGENCY) POSITION 126 — DETECTEo �Q - - - - - - - - - - DETECTED Z Df a / 052 — _ J 2-1 C- 14-3 4 L - - - - - - - - - - - -) I I I I 127 — i- - - - - - - - - - - # / ' I ( I I U a 053128 — CC)�- - - - - - - - - - - - � ' Rit , , , 129 — i VALVE cLoSE ° - - - - - - - - - - 054 I I I I CHLORINE CYLINDER 130 — - � I I I Z 055 — 2-1 /C-114-1/2' GRS. WYE 24wc � J - - - - 056 — I 24v0c I , 131 PP-28 aTOi rr - - - - - - - - - - ' o r 057 — ELECTRICAL ROOM - - - _ _ _ - - - _ I ELECTRICAL ROOM 132 — l *�, Lo+ - - - - - - - - - -GR W _ J 4-i C- 14-3 4 a I I CHLORINE 058 — LOW TEMPERATURE o—a _ - - - - - ' a LOW TEMPERATURE 133 — L - - - - - - - - - - / # / CLOSES 059 — SWITCH. - - - - I I ' ALARM 134 — w 061 — 2-1/C-114-1 /2" SCH 80 PVC/GRS. TYP. i ; I 060 135 � z - - - - 2419C � � w 062 — CHLORINE ROOM CHLORINE ROOM LOW ° z 063 — SLOW WiTCH TEMPERATURE _ — , i i TEMPERATURE ALARM E6 � Q z01 064 — - - - - - - - - 065 — oss — - (L DRAVANG- 0 067 — CHEMICAL ROOM _ _ _ _ _ _ _ _ _ _ 24190 I ' CHEMICAL ROOMTHE PANG WILL BE FRONDED 1D THE CONTRACTOR Wo CONSTRUCTION LOW TEMPERATURE ' a BY SYS1Eli CONTROL SERVICES UNDER ANOTHER CONTRACT, ow 0 068 — - o—w - - - - - - - - - I LOW TEMPERATURE ALARM THE TRACTOR SHS ACCEPT UNLOAD INSTALL AND INRE SWATCH. — PLC SYMBOLS LEGEND ow DRAFTER � - THE CONTROL PANEL COORDINATE M11H SYSTEM CONTROL ¢ 069 — I R2 I 24190 I ' SERVICES, RON SMITH 651-647-9955. SYMBOL DESCRIPTION SM DESCRIPTION � ; CML 070 WELL #8 DISCHARGE PRESSURE a < FK / PFK CHECKED /APPROVED 0 071 — i I I i DIGITAL OUTPUT (CONTACT) w ( T) — PANEL WIRING DATE 072 — as JULY, 2006 DI ITAL INPUT, REMOTELY POWERED 073 — , _ a 120VAC UNLESS NOTED OTHERWISE - FIELD WIRING � o PROTECT WABER Y 074 I N N + - < ` p PRIORJO41007 C1 I I AD ANALOG OUTPUT, 4-20mADC ___ CONDUCTOR SHIELD o n 075 — SELF-POWERED - SHEET Kw 5 of 80 ANALOG INPUT, 4-20mADC ww EaS1NG CIRCUITRY Hg UNLESS NOTED OTHERWISE aj Q CONTROL PANEL SCHEMATIC NO SCALE IUD- w 0 J E 5 = oN Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove , MN 0 Ph: 763-463-5036 Fax: 763-463.5037 0 www.ae2s . com B C E5 E6 136 - H N + - 211 - H N + - C 11137 - I I I I 212 - 2-1/C-114-3/4' SCH 80 PVC/GRS (SEE PLANS) 138 - i 1 1 1 213 CL 139 — CHLORIN STORAGE ROOM 214 — ,- - - - - - - - - - - - - - - - - - - - - - I 24WC 140 - / / 215 - JUNCTION 1 _ r - - - - - - -- - - - - - - - - - - - a m _ CHLORINE STORAGE ROOM w 141 - 1 -2/C-SIGNAL-3/4' ' 4-2QnAde ' ' 216 - tqx Irt T-I ' INTRUSION ALARM w 142 - r - - - - - - - - - - - - - - - - AO I I POLYPHOSPHATE 217 = 143 - 117,:171=1- - - - - - - PUMP PACING v' I -- ------ -- ----- �'- 218 - - 144 - I II 3-1 /C-/12-3/4' SCH 80 PVC/GRS Imo" I I I 219 - -C� I I I lip $ 145 - �_-� 220 - LOCA aYS -� a=� - - - r - - - - - - - - - - - MAGNETIC DOOR e R — r -t M 146 i CHEMICAL ; I r - - - - - - - - - R4 221 - INTRUSION SWITCH g � 147 - FEED PUMP 1 I 2o�A TACrs ( I ( 222 - a 148 - CONTROLLER I L r - - - i i i 223 - L _ 1 i�� I I I I CHEMICAL ROOM -1/C-/14-3/4' SCH 80 PVC/GRS (SEE PLANS) Y 149 - POLYPHOSPHATE ) ' ' ID' 224 - 150 - FEED SYSTEM L _ I ' I 225 - 151 - 'Hot' 226 - r - - - - - - - - - - - - - - - - - - - - - 241OC JUNctaN I r — - - - - - - - - - - - - - - - - a CHEMICAL ROOM 152 — POLYPHOSPHATE I I I 227 - . Dox F- r - - Tl INTRUSION ALARM 153 - METERING PUMP /1 228154 155 — I I I I 229 2-1 /C-/12-3/4' 230 - NFR 156 - -- - - - - �j 231 PP-g 157 - ( - - - - - - - - - - - - - - - - - - - - -t�+ I I I 232 158 - i i i i 233 - MAGNETIC DOOR MAGNETIC DOOR 159 - I I I I 234 - INTRUSION SWATCH INTRUSION SWITCH 160 - 235 - 161 - 2-1/C-/12-3/4' H 236 - ELEC, ROOM 2-1/C-/14-3/4' GRS 162 - 237 - 163 - 120VAC - - - - - - - - - - - -tJ- ' N r- - - - - - - - - - - - - - -- - - - - - 24NOC PP-4 - - -- - - - - - 238 - JutcTIOH I r - - - -- - - - - - -- - - - - - - a ELEC. ROOM 164 - 1 -2/C-SIGNAL-3/4' I I h2QtAde I I 239 - Bcx � - - � I I I I INTRUSION ALARM _ < 165 - r - - - - - - - - - - - - - - - - - „ , Ao FLUORIDE PUMP 240 166 - r - - - - - - - - - - - - - - - - " ; I ( I PACING 242 - CABLE 167 - 1 -------------------------------- 1 241 - 168 - j � I 3-1 /C-/12-3/4' SCH 80 PVC/GRS 243 MAGNETIC DOOR 169 - rd==D' r - - - - - - - - - - - RS I I I TRANSFER PUMP 244 - INTRUSION SWITCH I 170 - I I r - - - - - - - - - - - , RECEPTACLE CONTROL 245 - t -3/C-SIGNAL-3/4' TYP. 171 - CHEMICAL I I 20A 5 TRANSFER I r - - - - - CONTACTS 246 - 1 -2 C-SIGNAL-3 4' TYP. W 172 - LPu1wP _ . J I �� ' ' ( �CONTRO 'no I ( I I 247 - / / I I I I v 173 - FLUORIDE I I i i i i i 248 - FLOWMETER i _ _ _ _ - i i - - - - 174 - TRANSFER L F 1 ' I _ - ; I II?" WALL 4 2o" Ax 0 PUMP �•Hor, I I I I 249 - o-1 - - -- - - - -0MOUNTEDo � - x I 110' 175 - 1 250 - ( - XMITIER FLOWMETER SIGNAL 176 - TRANSFER PUMP ( 251 - ` - - - - - - ---- - �� - F1' W 177 - 3-1 C-#12-1/2' SCH I I I I I I / 252 — 2-1 C- 14-1 2 U) 178 — 80 PVC I I I FEED PUMP / i� / W ¢ o _ RECEPTACLE CONTROL 253 — F". F 180 — �FEEDICAL ; I I I ( I I 254 — I I I I O Y o i i L �- II � _ J 255 — 1 -3/C-SIGNAL-3 4 TYP. Z = 181 — I PUMP I I �' 1i •CONTROlED• I J FLUORIDE L _ J 1 256 - 1 -2/C-SIGNAL-3/4' TYP. -� O Cl) 182 - FEED I I ( I I I 257 - I ( I ( w w 258 (- - - - - - �ii- - — — ALL� ' 4-20mAdc / i y 183 - SYSTEM 'HOT' I FLOWMETER - s a Ld z 184 - FLUORIDE " _ - - w o u _ sa V D- METERING PUMP I I I I 259 - - - MOUNTED o- „ „ N I 16 O Jo 185 - i i i 260 - " _ -_ _ � XMITTR - -" , 1 FLOWMETERb LD Fm ' 187 - I C I I 261 - - - - - - - -- _ ( SIGNAL U a o z 262 06 - 188 - i 120VAC i 263 - 2-1 /C-#14-1 /2' op CHLORINE LEAK 264 - _ 189 - 2-1/C-/12-1/2' TYP. I R10 R10 00 I I DETECTED P 1P 6 I I I I O 190 - ENERGIZE EXTERIOR 120VAC 265 - — - - - - - - - - - - -04 CHLORINE 4 20„fd� Z 191 - RED CHLORINE LEAK ( _ _ _ _ _ _ _ - - R11 00 CLOSE CHLORINE VALVE 266 - 1- 192 - INDICATING LIGHT NEAR 12ovec SCALEN3 CHLORINE ROOM DOOR T I I I 267 - _ _ _ - - - _ _ _ - I I CHLORINE 193 - - - - _ _ - - - � i Z::j720VAC] 00 i WELL t REQUIRED 268 - --------------- -------------- i i i SCALE w 194 I 269 - - - - 1 -2/C-SIGNAL-3/4' IH N + - ffi- -195 — 00 WELL 2 REQUIRED 270 ww — 196 — 197 — D wz 198 — I C I I E7 a = 199 — 2-1/C-114-3/4' SCH 80 PVC/GRS (SEE PLANS) a J w 200 — i- - - - - - - - - - - - - - - - - - - - - i I z4wc �J w of 201 — JuecnoN I - - - - - - - - - - - - - THE CON1R01 PANEL WALL BE FRONDED TO THE CONTRACTOR r - - - - - a CHLORINE ROOM ° W DRAWING TYPE 0 202 — eox I-1 - - T-1 I I I INTRUSION ALARM BY SYSTEM CONTROL SERVICES UNDER ANOTHER CONTRACT. � o CONSTRUCTION v I THE CONTRACTOR SHALL ACCEPT, UNLOAD, INSTALL. AND WIRE � z DRAFTER 203 — ¢ PLC SYMDOLS LEGEND O w 204 I I I THE CONTRA PANEL COORDINATE WITH SYSTEM CONTROL o w At SERVICES, RON SMITH 651-647-9955. SYMBOL DESMP110N Sraw DESCRI S CML '10j CABLE i � a CHECKED / APPROVED 0 206 - W DIGITAL OUTPUT CONTACT wQ PFKcArPFK rn 207 - MAGNETIC DOOR I ( I I (CONTACT) — PANEL LNG INTRUSION SWITCH a D120 CI UNLESS NOTED OTHERWISE m JULY, 2006 e 209 - aNPUT - - FIELD WRING rz 0 PRaecrnsaeEx ANALOG _ o PRIORJO41007 210 - H N + - C - CONDUCTOR SHIELDLO o ANALOG____//�� SHEET N "V" UUNLESSINOTED 0TH RMSE -"' " E)aSTINGCIRCUITRY way 6 of a o E6 CONTROL PANEL SCHEMATIC w " � NO SCALE p Q w z E6 ) pN N Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763463-5036 Fax: 763463-5037 • www.ae2s.com D -� E8 H N + - II 272 Si 273 — - - - - - - - - -� e a 274 — WELL ��- - - - -- -- -- - -- - - - - - „ r20TIAdc 275 �---- -- ---- -- -- -- --_ , WELLS 276 — , TRANSMITTER u , ! I PRESSURE w 277 — PROVIDE 1 1 /45 CONDUIT FOR CABLE. I TRANSMITTER w L- - - - - - - - - � 276 — CABLE FURNISHED WITH TRANSDUCER.Cn ; - - - - 279 F. off 280 — ' WELL �- - - -- - - - - - - - - - - - i i r20MAdc ro 281 — PRESSURE ; o— "- - - - - - - - - — - - " ' AI i o TRANSMITTER -------- ---- ------ -- ----- SV � 282 — L� I I I PRE SURE -¢ 283 PROVIDE 1 1 /4' CONDUIT FOR CABLE. ; , TRANSMITTER o Y I- - - - - - - - - --� CABLE FURNISHED WITH TRANSDUCER. 284 — 285 — `o 2-1 //C-114 COMBINE WITH im 286 — PRESSURE TRANSMITTER I I ' N 287WELLs 288 — �8 r—� �°-O- - - - - - - - - - - - - - - - - - I ; 24wC PRESSURE I a o- - - - - - - - - - - - - - - -- - ' , 289 — SWITCH ° WELL 290 — 2-1 /C-114 COMBINE WITH I I I PROOF PRESSURE TRANSMITTER 291 — WELL ('�'�o-o- - - - - - - - - - - - - - - - - - I 24wc 292 — PRESSURE moo- - - - - - - - - - - - - - - - - - i i q i , WELL 293 — SWITCH 294 — I i PROOF 295 296 — - - - - - - - - � 297 — ' WEL a�- � - - - - - - - - - - - - - - - - -filli 4 2MnAdc yl[S - - - - - - - - - u 296 — I SYSTEM o- ----- - - ---- -- -- -- ----- A 299 — DRAWDOWN 300 — LJ PROVIDE 1 1 /4' CONDUIT FOR CABLE. ; 301 — CABLE FURNISHED WITH TRANSDUCER. 302 - r - - - - - - - - -I 304 L f9 �°{WDOWNL�- - - - - - - - - - - - - - - - - l i r2omAac 303 WELL— L I 305 = I SYSTEM u fY---- -- ---- -- -- -- -- - ( I DRAWDOYM 306 L - - - - - - - J PROVIDE 1 1 /40 CONDUIT FOR CABLE. ; 307 — CABLE FURNISHED WITH TRANSDUCER. I I I I U 308 — ' , , W 309 — 2-2/C-SIGNAL-1 1 /4' TPP. I I r21n, & I 310 — 1` - - - - - - - - - - - ' Ao I WELL /6 SPEED 311 — WELL /8 SPEED " - - - - - - _ - - „ t CONTROL IL CONTROL ----------------- Y 1 W 312 — I I 313 — r20mMc ' ; w Q U ' 314 — (fL- - - - - - - - - - - - Y ~ WELL SPEED -j " " N I WEtL #8 SPEED O O a _ l � , � , A 316 FEEDBACK Y - ------ - - - - o- i i FEEDS CK J w w i Z U 3170 Z 4MnAdc W Oe— I I :2 318 — 1L - - - - - - - - - - - Ao i WELL /9 SPEED W z 319 — WELL }9 SPEED - CONTROL u ¢ a 320 — CONTROL - ----- - - J O -' a _ 0 321 I 4,2ftA d 0 z 322 — 1 - - - - - - - - - - - - i„L AI I WELL #9 SPEED U a 0 ; n - n , A 323 WELL 19 SPEED - - - - - - - - ° 5 324 — FEEDBACK ---------------....... YI I I i FEEDBACK00 325 — 326 — ANTENNA BY SYSTEM ' ' OZ 327 — CONTROL SERVICES o J w RRGE 328 — I ARRESTER - - — - - I § g z w329 — r l I I I ' w W 330 — ww ; o w COAX 8Y SYSTEM CONTROL SERVICES i J= I RADIO E��] I ' > _ w wzet- PLC SYMBOLS LEGEND a w L - - - J I I I SYMBOL. DESCRIPTION SYMM DESCRIPTION p � I w Do DIGITAL OUTPUT CONTACT � w ) — PANEL PARING w CONSTRUCTION _ - - N N + - - - - - - - - - - - - - - - - - - Dj"TL20VACIUNLEPUTSS NOTED OTHERWISE) - - FIELD WRING REMOTELY P�OWOZED a ouFlER �_/� �� CML THE CONTROL PANEL tSE IC PROVIDED 14 THE CONIRAACT, " V AN OUTPUT, 4-20mADC __-- CONDUCTOR SHIELD CHECKED / APPROVED � BY SYSTEM CONTROL SERVICES UNDER ANOTHER CONTRACT. (SELF-POWERED) w < THE CONTRACTOR SHALL ACCEPT, UNLOAD, INSTALL AND W� ANALOG INPPFK / PFK UT, 4-20mADC _ EXISTING CIRCUITRY PI THE CONTROL PANEL COORDINATE 1111H SYSTEM CONTROL �% UNLESS NOTED OTHERWISE "'"' DATE c SERWCES, RON SMITH 651-647-9955. JULY, 2006 v D PROJECT MA93ER Y PRIORJO41007 CONTROL PANEL SCHEMATIC SHEET H � N NO SCALE z 7 of 8 V w O YNW j Z'. E 7 Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763-463-5036 Fax: 763463-5037 0 www,ae2s.com = oN v� -- POWER PANEL, PP-30 PRESSURE TRANSMITTER e AUT FILLS STAND 2-1/C-/12-3/4' (OR FLOWMETER) PANELPANEL LIQUID TIGHT FLEXIBLE to METAL CONDUIT EL �d INSTALL AND WAREBLOCK AND t EL TRUCK FILL ACCESS PANEL BLEED ASSY. 00 14-1/C-/14-1' A$ REQUIRED, w -LOCATED IN VAULT- PROCECAST JUNCTION BOX 'w' PIPING S r 2-1 /C-#14, 1 -2/C-SIGNAL-3 4 a / ' i SOLENOID SOLENOID I g VALVE S VALVE Y GRS CONDUIT FLOWMETER DRAIN FLOW CONTROL 1 5/8' HOT DIPPED VALVE VALVE GALVANIZED FRAMING w CAST IN FLOOR SLAB. 5 BULK WATER TRUCK FILL SYSTEM it NO SCALE FLOOR SLAB TO CONTROL PANEL NOTE SANDBLAST k PAINT BRACKET W/ OXIDATION RESISTANT PAINT RIGID STEEL CONDUIT W/ FLooR IF, TYP. 4 FLOWMETER f TRANSMITTER MOUNTING DETAIL WFLAN WELD CHANNEL TO RIGID NO SCALE STEEL CONDUITS, TYP. BACKING PLATE a0 WALL SS BOLTS, WASHERS AND LOCKNUTS, 1 2-1 /C-114-1�2' TO UNISTRUT #P1000, CONTROL PAN(IL OR EQUAL, CHANNEL U TYP. 4 W PLAN VIEW COMPRESSION CONNECTOR NEMA 4X JUNCTION BOX 11 YAGI ANTENNA BY CAP KOBOLD NKP-2501 W SYSTEM CO0 CO NTR 1 1 /4' GRS-12' LEVET SWITCH W a SERVICES. Y � COVER-- APPLETON SRB450 FOR g w CO �� 04405 O.D. ANTENNA CABLE, i /2' MAX. CLOS° a REDUCAPPLEER ON RB200-125 CONFIRM. — — - J O Z o REDUCER 2' UNION W — MOUNT 10' ABOVE BUILDING —, � a ROOF, COORDINATE WITH d Y SYSTEM CONTROL SERVICES. 2' RIGID STEEL MAST FLOOR FLOODING SWITCH DETAIL O UNISTRUT 10001 OR NO SCALE TYP. O O w GROUND ANTENNAAEQUAL, CHANNEL TYP. 4 zMAST & U a 06 CABLE PER MFR'S RECOMMENDATOM00 O z DIMENSION AS REQUIRED 8y J TO CLEAR BUILDING > o w W OVERHANG - X Ow x � C 20 3 a mz Qu UNISTRUT, OR �� z d EQUAL, STRAP. w a w TYP. 2 ° z ROUTE COAX CABLE TO RADIO PANEL wLL DRAVANG DRACONSTRUCTION Z/ RECEIVER 11/2" ICON UIIT,COAX BY o w U / N 2' RIGID STEEL CONDUIT THRU WALL SYSTEM CONTROL SERVICES. ow DRAFTER a W/ WATER-TIGHT FITTING ON THE CML a OUTSIDE & INSULATING BUSHING LL CHECKEOIMPROVED o ON THE INSIDE, PACK W/ DUCT SEAL a < PFK I PFK C i a DATE SECTION a ~ JULY, 2006 Y PROJECTRUdBER PRIORJ041007 LO BUILDING MOUNTED ANTENNA DETAILS p m SHEET O NO SCALE TYPICAL w W 2 8 of 8 > Ho ow E8 Advanced Engineering and Environmental Services, Inc. 0 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763463-5036 Fax: 763463-5037 0 www.ae2s . com `V TO GENERATOR .ii SEE ONE-UNE. Cnj/ t CONDENSING '^ ° UNIT + C, L J 15 PP-5 w XCEL METERING XCEL t5 NUMBERED NOTES _ / ©4 DAMPER on _ _ _ _ MOTOR Qt PROPOSED FLUOROSIl1gC ACID STORAGE TANK. N PROPOSED POLYPHOSPHATE STORAGE TANK. ° iii / PRONDE 20VAC BRANCH FROM PP 25 �i�� MAIN ATS / Phi• TRANSFORMER t h ow 19 FOR PRE PACKAGED CHLORINE ENC OSURE. � 3 Fl_UOROSIL1gC ACID TRANSFER PUMP. SEE E6. SECONDARY SERVICE moi/ BRKR b SEE RISER © tF' v ♦ Q4 SHELF MOUNTED BREAK TANK. LATERAL SEE ONE-UNE FLUOROSIUCIC ACID METERING PUMP. SEE E6. 480: 120/208 VOLT, 30kVA, 301 4W DRY TYPE TRANSFORMER ® E Q ® WITH 2 +- 2 1 2% FCAN TAPS. 3-1V FC 3/4' TO DP. i� POWER 4 18 4-1 /C-13-1 1 /4" FROM TRANSFORMER TO POWER PANEL PP. // 1 1 e - S PANE RELAY i j ♦ GROUND PER R005 NEC, ARTICLE 250. �� 1 i PP. SEE / 1 SCHEDULE \, / CHLORINE D TOR. 07 NOT USED. �00 � a I�" MAKE CONNE TIONS. ,e 1�� 0 A D SEE SCHEM TIC. 8Q SHELF MOUNTED POLYPHOSPHATE METERING PUMP, SEE E6. 1-a TO XCEL/ fir - -- - 11 -� 22 ©� 09 PRE-PACKAGED CHLORINE FEED SYSTEM STORAGE ENCLOSURE. TRANSFORMER I < : : ( 16 1 WATER EAD 14 q; 1D CHLORINE SPARE CYLINDER STORAGE ENCLOSURE. FOR VAULT LIGHTS. CIRCUIT DOWN TO VAULT. f i O ❑ ~ 1Q CHEMICAL PUMP OUTLET do SIGNAL OUTLET. SEE SCHEMATIC. PP- TYPICAL II 75HHH, LOW TEMP SWITCH. SEE SCHEMATIC FOR WRING REQUIREMENTS. ED CONTROL ti 7 % Qe PANEL 23 O TCI 150HP 22 Q WATER HEATER. 2-1 /C-X10-1 /2' TO PP. DV/DT VFD ]P RS — �� 15 CONDENSING UNIT. NEMA 3R 240V, 30AL 2P HD, NF DISCONNECT. _ MAKE CONNECTIONS. 2-1/C-112-1 /2 TO PP-15,17. or AIR CONDITIONING UNIT. NEMA 1 , 24OV, 2P, 20A DISCONNECT. 3-1 /C-#12-1 /2' TO PP-19,21. RADIO NTENNA. f SEE SCHEMATIC FOR fl [ 1 SEED AIL REQUIREMENTS 1 H�-� 1© SECURITY SWITCHES ON DOORS. SEE SCHEMATICS. TYPICAL PP =23 SEE SCHEMATICS FOR 18 CHLORINE VALVE. SEE SCHEMATIC. WRING REQUIREME S. 19 CHLORINE SCALE. 2-1 /C-#14-1/2' TO PP-26, 1 -2/C-SIGNAL- U 3/4' TO SCADA. W ® 3-1 /C-30OMCM-2' GRS TO DP. 3-1 C-#4/Os 1 -1 /C-#4 O K�1D-2 1 /2' SCHEDULE 80 PVC TO WELL CONFIRM CO UCTOR TYPE WITTHH VFD MANUFACTURER. SEE CONTROL DRAWING FOR IL CONTROL WIRING REQUIREMENTS. 3-1 /C- i /0-1 1�4' GRS TO DP. 3-1 /C- 1 ; 1 -i /C-y6-2• W SCH DU 80 PV TO WELL CONFIRM CONl7UCTOR HYPE WITH W ¢ VFD MANUFACTURER. SEE CONTROL DRAWING FOR CONTROL O Y WIRING REQUIREMENTS. ® VFD FILTERS. MOUNT VERTICALLY AND MAKE CONNECTIONS. J � z CONNECTED ON LINE SIDE OF VPD. CONFIRM REQUIREMENTS J O z a. WITH VFD FURNISHED. W ® CHLORINE DETECTOR. 2-1 /C-#12-1 /2' TO SCADA FOR POWER. Il w ELECTRICAL PLAN o t 2 a s 2-1 /C-/14-i /2' TO SCADA. PROVIDE 3/4' TO DETECTOR IN rn p g W tt«tn� SCALE: 1 /2'=1 '-0' G*ic VAU T. MAKE CONNECTIONS O } o W ©4 CHLORINE ALARM INDICATOR. EDWARDS 868STRR-N5. Z F- 06 U a 00 O Z � o J Zs W 06 � � � LL m � a mz z w 3 ,°-p Ci G a DRAWING TYPE CONSTRUCTION O zz ow DRAFTER 0 o CML CHECKED /APPROVED V ¢ a a PFK / PFK Z a ml DATE JULY, 2006 c f PROJECT M1l1NEER ? a PRIORJO41007 Y a: H y w SHEET O rc � z _ 2 of 8 C> N mHo � pw E2ZON N Advanced Engineering and Environmental Services, Inc. • - 6901 East Fish Lake Road Suite 184 Maple Grove , MN 0 Ph: 763463-5036 Fax: 763463-5037 0 www,ae2s . com 000) II UM) �f N CL js s LU EXOTHERMIC WELD /1 /0 COPPER `_ N TO GROUND RODS, u r NUMBERED NOTES ( - = ` i 10' FLOW METER. 150h WELL). SEE SCHEMATIC. w '. e 5/8'x 10' COPPER CLAD STEEL O ( P ) GRROUND ROD. TOP OF ROD 12' 1 _ `t f O2 6' FLOW METER. (75hp WELL). SEE SCHEMATIC. Y BELOW GRADE. IYP, II O3 3' TURBINE METER, BULK TRUCK FILL SYSTEM. 00 I i ' O4 3' SOLENOID CONTROL VALVE. BULK TRUCK FILL SYSTEM. GROUND ELECTRODE AT 36' DEEP. --j ' O5 PRESSURE TRANSMITTER/PUMP DISCHARGE PRESSURE SWITCH. s SEE SCHEMATIC. TYP. 'ST1TL? A © FLOOR FLOODING SWITCH, SEE DETAIL 22 - -- i Q DEHUMIDIFIER. PROVIDE SPST. 2-1/C-/12-1 /2' TO PP-8. s ? O8 TRUCK FILL SYSTEM DRAIN VALVE 0 I 2 13 O9 CHLORINE DETECTOR, PROVIDE 3/4' TO CONTROLLER. SEE E2 AND E5. PP-3 1 ( - i ' 1 EXOTHERMIC WELD /1 /0 TO GROUND. EXTEND TO SERVICE EQUIPMENT AND MAKE CONNECTIONS. �°>�E7pt ------ ---I -----rC7 -� 1SEE �SCHEMATIC 5W �q I I COORDINATE FIXTURE JM j PS3EE J MEMAX 1 A i LOCATION WITH HATCH. 22 nI UP i0 swi� - ; ( u DRAWDOWN SYSTEMS. I -- ' - -- - -- U CONFIRM REQUIREMENTS I J W WITH SYSTEM FURNISHED. I r — -� SEE E7. Of STARTER FOR I f CL CHLORINE PUMP. LLI SEE E4. = W a a CONVENIENCE OUTLET If O O FOR SUMP PUMP _ 2-1 /C- 12-1 /2' TO I I �— _ 3 J w POWER ANEL, PP-18. I - s= A ( 1} J0 z j C1 © � a wamW W [ — [31. ly Y w E X y 0) O � I — ( � O y o $ CHLORINE PUMP. COORDINATE ( z ~ a. w LOCATION W/ PROCESS DRAWINGS. ` U a 3-1/C-#12-3/4 TO STARTER. op O Z "jC WELL HOUSE ELECTRICAL PLAN 2 z 4 6g w SCALE: 1 /2'=1 '-0' Q*1cScde � w _ Om � w ow z U ¢ � y a a DRAVANG TYPE 0 ow CONSTRUCTION O i z DRA FFR CML v CHECKEDIPPPRGVED C O U a PFK / PFK U g F DATE C •O h F JULY, 2006 o Y 111n� PROJECT NiR.lBER PRIORJO41007 O w SHEET 3 of 8 O V LLOE3y N Advanced Engineering and Environmental Services, Inc. • 6901 East Fish Lake Road Suite 184 Maple Grove, MN 0 Ph : 763-463-5036 Fax: 763-463-5037 • www.ae2s .com