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HomeMy WebLinkAboutMiscellaneous - 78 SPRING HILL ROAD 4/30/2018North Andover Board of Assessors Public Access C q Parcel ID: 210/107.A-0236-0000.0 SKETCH Click on Sketch to Enlarge Community: North Andover PHOTO No Picture Available Location: 78L-13 SPRING HILL ROAD Owner Name: GANGI, JOSEPH C MARY E GANGI Owner Address: 78 SPRING HILL ROAD City: NORTH ANDOVER State: MA ZIP: 01845 neighborhood: 7 - 7 Land Area: 2.1 acres Jse Code: 101- SNCL -FAM -RES Total Finished Area: 5102 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 821,800 787,100 Building Value: 617,600 592,700 Land Value: 204,200 194,400 Market Land Value: 204,200 '—hapter Land Value: LATEST SALE Sale Price: 135,000 Sale Date: 12/21/1986 Arms Length Sale Code: Y -YES -VALID Grantor: SPRING HILL 13 R T Cert Doc: Book: 02386 Page: 0280 http://csc-ma.us/NandoverPubAcc/j sp/Home.j sp?Page=3&LinkId=468277 Page 1 of 1 9/15/2005 C4 N N CD( U � O O O x Ir V O 0 t0 N m Q m N L2 Q N CO o.m�=a aci Cn o C p p p. 2 uj s O �a� a O ,o Ix a.- J oii� mL) 3 z cc a M M COD J co o 0 � U In 0 H �W orn� @ O CC N c) mCL0 J L) Q c 2 �LLJ U o� Z CL �NJ�IL o a d ai � ai v C6 C U d— .. 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Q (n X CC V (n E E car m NCn C"TNap io002 3 �t o p m U(7 m 0 CO a— r, �-a—'=- !E �Y E E� HMLLM W mY W mmQ LLLt9NZ m UNC7mL U o� F p ui ui U = N — 2 f6 M T U— ~ U C: C f— H CO N c m L e noW Y 2ii ) Liix2i 2l3: cn f NORTH , 3jo��1` o • ���� F • r P . Town of North Andover '�•-o.-, o �.,' HEALTH DEPARTMENT ,SSACHU CHECK #: /!p J % DATE: LOCATION: H/O NAME: �- CONTRACTOR NAME: Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service - Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal (Septic) Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: ❑ Septic - Soil Testing $ ❑ Sep ' - Design Approval $ Septic Disposal Works Construction (DWC) $ ❑ Septic Disposal Works Installers (DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other. (Indicate) $ 2318 Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer °c 09_ tuw�iswwwicw _ 1• PUBLIC HEALTH DEPARTMENT Community Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION r��� �`•'`" , ADDRESS: MAP: LOT: INSTALLER. � ` DESIGNER: PLAN DATE: BOH APPROVAL DATE ON PLAN: INSP ISIS--__� J/% AN PECTI �O DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ❑ Existing septic tank properly abandoned ❑ Internal plumbing all to one building sewer ❑ Topography not appreciably altered Comments: SEPTIC TANK ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ 1500 gallon tank has been installed H-10 loading Monolithic construction ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ❑ Inlet tee installed, centered under access port ❑ Outlet tee (gas baffle or effluent filter) installed, centered under access port 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com / v' �t0le 60 ,a'•~ �yy •b ♦r'� PUBLIC HEALTH DEPARTMENT (ommunity Development Division ❑ 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ❑ Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ Combo Tank installed. Size: ❑ 1000 gallon Pump Chamber installed H-10 loading Monolithic construction) ❑ Inlet tee installed, centered under access port ❑ Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off floats working ❑ Separate on/off floats ❑ Drain hole in pressure line ❑ 24" inch cover to within 6" of final grade installed over pump access port ❑ Water tightness of tank has been achieved Visual testing ❑ Hydraulic cement around inlet & outlet Comments: DISTRIBUTION -BOX ❑ Installed on stable stone base Inlet tee (if pumped or >0.087foot) ` Hydraulic cement around inlet & outlets Observed even distribution nS,Peed levelers provid not required --��. , Comments: `Tks re 5 ct_ cc�� � i % �n — f -k 2 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com t` •y 7_ cx�. PUBLIC HEALTH DEPARTMENT Community Development Division SOIL ABSORPTION SYSTEM (General) ❑ Bottom of SAS excavated down to 6 in into C soil layer, as provided on plan ❑ Size of SAS excavated as per plan ❑ Title 5 sand installed, if specified on plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: SOIL ABSORPTION SYSTEM (Gravel -less Chambers) ❑ Brand and Model of Chamber Infiltrator Quick 4 ❑ Number of chambers per row 9 ❑ Number of rows (trenches) 3 ❑ Laterals installed and ends connected to header (and vented if impervious material above) ❑ Elevations of laterals and chambers installed as on approved plan Comments: CONTROL PANEL Comments: ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ Rated for exterior if placed outside ❑ Alarm signal located inside 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 fox 978.688.8476 Web www.townofnorthandover.com PUBLIC HEALTH DEPARTMENT Community Development Division SYSTEM ELEVATIONS INVERT INFIELD PLAN INVERT ELEV. Benchmark Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN Distribution Box OUT Lateral 1 INV Lateral 1 TOP Lateral 2 INV Lateral 2 TOP Lateral 3 INV Lateral 3 TOP Lateral 4 INV Lateral 4 TOP 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com C•yh PUBLIC HEALTH DEPARTMENT Community Development Division SYSTEM ELEVATIONS INVERT INFIELD PLAN INVERT ELEV. Benchmark Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN Distribution Box OUT Lateral 1 INV Lateral 1 TOP Lateral 2 INV Lateral 2 TOP Lateral 3 INV Lateral 3 TOP Lateral 4 INV Lateral 4 TOP 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com r PUBLIC HEALTH DEPARTMENT Community Development Division CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback ' Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fax 918.688.8416 Web www.townolnorthandovemom Tank SAS Sewer ❑ Property line 10 10 -- ❑ Cellar wall 10 20 -- ❑ Inground pool 10 20 -- ❑ Slab foundation 10 10 -- ❑ Deck, on footings, etc 5 10 -- ❑ Waterline 10 10 101 ❑ Private drinking well 75 1001 50 ❑ Irrigation well 75 100 ❑ Surface Water 25 50 ❑ Bordering Vegetated Wetland , Salt Marsh, Inland / Coastal Banka 75 100 ❑ Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ❑ Trib. to surface water supply 325 325 ❑ Public well 400 400 ❑ Interim Wellhead Prot. Area ❑ Reservoirs 400 400 ❑ Drains (wat. supply/trib.) 50 100 ❑ Drains (intercept g.w.) 25 50 ❑ Drains (Other) Foundation 10 (5) 20 (10) ❑ Drywells 20 25 ' Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fax 918.688.8416 Web www.townolnorthandovemom BOARD OF 1-i1"ALTH Town of North Andover,Mass. /,U5 X2 •`7 � Date 19 8"`l 'ermit # ��� APPLICATION FOR WELL & PUMP PERMIT pp permit to drill a well ( ). li ation I,.S 1pplication.is hereby made for p D nade to install (_) a pump system'. ,ocation: Add r ss �1. Address / �� 'rc )caner OC_ ress�-Z �Te�f � Z3 Jell Contractor �G c �oZl�'--- � Pump Contractor SS��--t r� Address "Tel.• aELL CONTRACTOR (To be completed at time of pimp test) / Well used for L Type of Well e of C�asi.ng Diameter of Well size 1-1,15 , .� Depth casing into Bed Rock (� Depth Pw Bed Rock Was Seal Tested? Yes (_) _ No Date.of Testing �CJ _. Well Ended in What. Materiae i Depth --o-f -� � Depth to Water_ p2�� Delivrrs0�, Cals.I'er h1in. for 4 hours s• a ' O2 hourGI'M Drawdown ��U feet after pumping_ _ Date of Completion �l — • Signature We Con ctor PUMP INSTALLER (To be-•f-illed ill- before installation) Pump Type Used Size & Name Pump •A Water Pump Delivers --.GPM Size of Tani" i Pipe Material Used in Well: Cast Iron (_) ralv�anized (_) Plastic (_ P Well Pit (_) or Pitless,Adapter (_) lJ as sleeve used to protect pipe? 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NoI�TN /�n�pOVl✓I�, Nt,Q, L -OT 13-A SYRING (-tiL- _ NE V6- wQTER SoPPL7 wis , APPROVED O'gE5 QQO SS StPtic SY STF 1�ES1� APPS miev DAtt' 4PRi OVlN6 Aunioi?)ry ���UfJIT�otis = UI�APPRovEp IA -1E r 17 _ ttPr(6 S'Y5TC/tt i ,&J STA U-,dT►o� J i YF C4V4T(OvO 1NSPt^61 totiJ r=IN,QL I,VS(��Grlon� APP�dvE1� N-rc �i�Tc-�k9 ,4VD(TjDA-)ALL W5fbz,i lojjs �1FQ►-�y) DISAPPROV6D 13C050 tis Fk AL APPF�pVAL Dare Q 045 E] FAQ►(_ INSr /SP�rZbv�!vG A�Trtpi�� �y &Vv�� ftp .: D,otE� APP)3a1vJ6 4vT+oRl �y1 e Commonwealth of Massachusetts Map -Block -Lot +��•/O •.�tio° 107.A- 0236 - Board of Health ----------------------- �� Permit No -00 -20 North Andover -BHP0727 ----20--00------ P.I. FEE �ss�cMus�t F.I. $125.00 ----------------------- Disposal Works Construction Permit Permission is hereby granted John DiVincenzo to (Repair) an Individual Sewage Disposal System. at No 78 SPRING HILL ROAD - ---------------------------------------------------------------------------------- -- - ------------------------- as shown on the application for Disposal Works Construction Permit No. BHP -200 2 ated February - 20, 2007 ----------------------------------------------------------------- Issued On: Feb -20-2007 Board of Health Commonwealth of Massachusetts Board of Health • .� North Andover �,s•••`+��� AcNCertificate of Compliance sust THIS IS TO CERTIFY That the Individual Sewage Disposal System (Repair) by...John DiVincenzo --------------------- ---------------------------------------------------------------------------------------------------- Installer Map -Block -Lot 107.A- 0236 - ----------------------- at No 78 SPRING HILL ROAD ------------------------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the application for Disposal Works Construction Permit No.BHP-2007-002 Dated February -20,-2007 ------------------ ------------------- -- --------------------------------------------------------- Printed -On: ---------Feb-26-2007-------------- --- -------------- --- --- Board of Health J i CO. / DBA STEWART'S SEPTIC SERVICE u,,.,Arth Andover V V✓ 2/16/2007 RECEIVED FEB 2 2 2007 TOWN HEALTH ��EPAL` 1PRTH �DO'r 1637 125.00 Pentucket Bank-Oper permit component repair 125.00 V .�. TOWN OF NORTH ANDOVER f ppRiN Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 NORTH ANDOVER, MASSACHUSETTS 01845°Arm* ' ��c►ius Susan Y. Sawyer, REHS/RS Public Health Director 'ATION FOR DISPOSAL WO DATE: LOCATION: 978.688.9540 — Phone 978.688.8476 — FAX healthdeptAtownofnorthandover.com - e-mail COEIVED FEB 2 2 2007 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT HOMEOWNER NAME: LICENSED INSTALLER NAME: �yhn PI.F,ASF, PRINT SIGNA FULL SYSTEM REPAIR: TELEPHONE # "I *( 7-Z—; 7_Z1 COMPONENT REPAIR (indicate what parts): I=& * NEW CONSTRUCTION: * If NEW CONSTRU $250.00 or $125 Fee A Project Manager Obligation From Attached? Foundation As -Built? the Foundation As -Bu Yes Yes Yes Floor Plans? Yes Approval of Health Agent r l/ No No No No Date: k,t7 02/16/2007 10:52 FAX 978 373 6611 J AND S DEVLOPMENT 0 TOWN OF NORTH. ANDOVER •an, Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT a 1600 OSGOOD STREET; BU.I.LDING 20; SUITE 2-36 NORTH ANDOVER, MASSACHUSETTS 01845 978.688.9544 — Phone Susan Y. Sawyer, R<ENSA S 978.688.8476 — FAX Public Health Director heaI Ment cf r�,townofnorthandover.com - e-mail www.townofnorthandover.coin - website APPLICATION FOR DISPOSAL WORDS CONSTRUCTION PERMIT HATE: 17 L LOCATION: T HOMEOWNER NAME: NAME: /1 1 .AZO LICENSEIINSTALLER PLEASE PRINT SIGNA' FULL SYSTEM REPAIR: COMPONENT REPAIR (indicate what parts): * NEW CONSTRUCTION: * If NEW CONSTRUC $2$0:00.'or .125. Fee A Project Manager Obligation From Attached? Foundation As-$ ui lt? floor Plans? Approval of Health Agent. 0001 TELEPHONE# c3;AZ- ��/ the Foundation As -Built Plan. ($250) ($125) Yes No Yes No Yes No Yes No Date: North Andover Board of Assessors Public Access Parcel ID: 210/107.A-0236-0000.0 SKETCH Click on Sketch to Enlarge Community: North Andover PHOTO No Picture Available Location: 78L-13 SPRING HILL ROAD Owner Name: GANGI, JOSEPH C MARY E GANGI Owner Address: 78 SPRING HILL ROAD City: NORTH ANDOVER State: MA ZIP: 01845 Neighborhood: 7 - 7 Land Area: 2.1 acres Use Code: 101- SNGL-FAM-RES Total Finished Area: 5102 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 821,800 787,100 Building Value: 617,600 592,700 Land Value: 204,200 194,400 Market Land Value: 204,200 Chapter Land Value: LATESTSALE Sale Price: 135,000 Sale Date: 12/21/1986 Arms Length Sale Code: Y -YES -VALID Grantor: SPRING HILL 13 R T Cert Doc: Book: 02386 Page: 0280 Page 1 of 1 http://csc-ma.us/NandoverPubAcc/j sp/Home.j sp?Page=3&Linkld=468277 9/20/2005 � � O oOx U O m co fo C) C) m 03 C)aQ' L U C U U) C) O_m �_ Q N to N O 0 cn a .G2wUS O N, O r O CD LO Y W U O-0 cn Q a m Q co C c Y( -).LL -j= Q CO)co ti DHH� O a Q O Z C2 O O o Q N o O q LL ti Z O J W O U CV D Q is J w U IL �1 1 O O . J_ m cn a C J m E E 0 U LO co co GQ a� U Z d' _ W WU JO Z = a O'W ZQ �x 0 i6 L:z NCO) M Z Ham p Q O C 1% T� J c J m0 �w N N 0�F-:3:in O _Z N r a M r J M COD o 0 ao U U) O OW X O m N M � maU j U Qco x O J CA �� z U d - Q a o d M N r r J y a mo a"o ca, d o 4 >.2 -OO O O C) C) (L) N Tc: co(nU)(n(7 O J OEMZ N, O r O CD LO Y W U O-0 cn Q a m Q co C c Y( -).LL -j= Q CO)co ti DHH� O a Q O Z C2 O O o Q N o O q LL ti Z O J W O U CV D Q is J w U IL �1 1 O O . J_ m cn a C J m E E 0 U LO co co GQ a� U Z d' _ W WU JO Z = a O'W ZQ �x 0 i6 L:z NCO) M Z O r LT M LL 00 N V N N O 0 R N r U O J J M 1- W o Y Y >rLn No OEMZ Z N r O Z w H N ON S Q as M „ Q W 0 C C J J M0 O Z oN a�� 60 LLZ r` ��..0 p .. ti N 0-0)m Co Cl) Q JCo to IcT J rnm Jh- J Q Z m m m2u)< Z 00 00 C)-- d 0 . r r L- 00 � O O � U W p O a @ 0 0 O p c o H m IM a O = Z U) - N U d CD co 0 �O M r O O r N W) r O (6 Q` a 7 r N L6 co b),70 fo 0 Q Eco pLi�-om»M «�. ZQ M v co E 7in��p cw U oo-- y Cs QmLLm �2c0(0) m -W O m C7 Z M 0 N P <O 00 t i nim ooiooi NM Ln a Q� a0 f6m ° w co a) c Q 0 Q c m' 7 .O E a LL CLL c m N_O o 0 e Z _ _cLLa } m m c 0 a W () f6 pa c o a� o �� �DQZH wU' Udo �vs mm ip ao �N W N Vi X Lid � =li @ .. C) U) E� 0L as m� CqN� w 0 o ° f4 mCiUw_ (D (D a� v �,ommm EEO cLiY HCoLi=W M0 e W mmQ J m Z a v m UC40LL U LLCDNZ E ~ 6 o_na)Q d 2 2-000 � H m m ai �w 0 c a.. u H O N 7 N N C) C Q O X Co w u cnu5ww2L° 2LiiiU a2a3: O r LT M LL s LETTER OF TRANSMITTAL North Andover Health Department pORTN 400 Osgood Street 3.� �•A 'q%90 ;,• I - North Andover, MA 01845 p 978.688.9540 - PhoneAA 978.688.8476 - Fax s�o l; „'�' .•"" # healthdept(i ,townofnorthandover.com - E-mail �.� °'►�t.o ter'' www.townofnorthandover.com - Website Page / of _�?� sS�CNust'� TO: r DATE: COMP FROM: Pamela DelleChiaie, Health Dept. Assistant Phone: �D / D/ RE: t�%U. —^ Fax: 161, SIGNED: We are sending you: LXopyqfLetter OPlans L7 Other ill in below) These are transmitted as the below: OApproved as Noted equested OAs Required OResubmit copies for approval OFor approval OFor Review and comment OFor, Your Use OSubmit copies for dist. REN7A S: �� ///Geyer Ge—fWD Gi%l% ws�J '4 COPY TO: COPY TO: SIGNED: , COPY TO: TRANSMISSION VERIFICATION REPORT TIME 09/20/2005 12:43 NAME HEALTH FAX 9786888476 TEL 9786888476 SER.# 000B4J120960 DATE DIME 09/20 12:41 FAX N0./NAME 819789757800 DURATION 00:01:36 PAGE(S) 10 RESULT OK MODE STANDARD ECM EPA > Water > Safewater > Private Drinking Water Wells > Frequent Questions Page 1 of 4 s U.S. Environmental Protection Agency Private Drinking Water Wells Recent Additions I Contact Us I Print Version Search: EPA Home > Water > Safewater Home > Private.Drinking_Water Wells > Frequent Questions Safewater Home Frequent Questions Private Drinking • How can I test the quality of my private drinking water supply? Water Wells Home . What concerns should I have after a_flood if I have a private well? Basic Information • How can. I protect -my private water supply? Where You Live Frequent Questions How can I test the quality of my private drinking water supply? Human Health Partnerships Consider testing your well for pesticides, organic chemicals, and heavy What You Can Do metals before you use it for the first time. Test private water supplies annually for nitrate and coliform bacteria to detect contamination problems Publications early. Test them more frequently if you suspect a problem. Be aware of Related Links activities in your watershed that may affect the water quality of your well, especially if you live in an unsewered area Reasons to Test Your Water The chart below will help you spot problems. The last five problems listed are not an immediate health concern, but they can make your water taste bad, may indicate problems, and could affect your well long term. Conditions or Nearby Activities: Recurring gastro- intestinal illness Household plumbing contains lead Radon in indoor air or region is radon rich Corrosion of pipes, plumbing Nearby areas of intensive agriculture Coal or other mining operations nearby Gas drilling operations nearby Test for: Coliform bacteria pH, lead, copper Radon Corrosion, pH, lead Nitrate, pesticides, coliform bacteria Metals, pH, corrosion Chloride, sodium, barium, strontium http://www.epa.gov/safewater/privatewells/faq.html 9/20/2005 EPA > Water > Safewater > Private Drinking Water Wells > Frequent Questions Dump, junkyard, Volatile organic landfill, factory, gas compounds, total station, or dry- dissolved solids, pH, cleaning operation sulfate, chloride, nearby metals Odor of gasoline or Volatile organic fuel oil, and near gas compounds station or buried fuel tanks Objectionable taste Hydrogen sulfide, or smell corrosion, metals Stained plumbing Iron, copper, fixtures, laundry manganese Salty taste and Chloride, total seawater, or a dissolved solids, heavily salted sodium roadway nearby Scaly residues, Hardness soaps don't lather Rapid wear of water pH, corrosion treatment equipment Water softener Manganese, iron needed to treat hardness Water appears Color, detergents cloudy, frothy, or colored For more information on for more information on what human activities can pollute ground water see: o Drinking Water From Household_ Wells (EPA 816-x-02- 003 January 2002) If you use a private laboratory to conduct the testing, nitrate and bacteria samples will typically cost between $10 and $20 to complete. Testing for other contaminants will be more expensive. For example, testing for pesticides or organic chemicals may cost from several hundred to several thousand dollars. Only use laboratories that are certified to do drinking water tests. To find a certified laboratory in your state, you can contact: Page 2 of 4 o A State Certification Officer to get a list of certified water testing labs in your state (epa.gov/safewater/privatewells/labs.html), or o Your local health department may also test private well water for free. Phone numbers for your local, county, or state health department are available under the "health" or "government" listings in your phone http://www.epa.gov/safewater/privatewells/faq.html 9/20/2005 EPA > Water > Safewater > Private Drinking Water Wells > Frequent Questions Page 3 of 4 book. Most laboratories mail back the sample results within a week or two. If a contaminant is detected, the results will include the concentration found and an indication of whether this level exceeds a drinking water health standard. o See the List of Drinking Water Contaminants and their Maximum Contaminant Levels (MCL) page for information on Drinking Water Contaminants. If a standard is exceeded in your sample, retest the water supply immediately and contact your public health department for assistance. Some problems can be handled quickly. For example, high bacteria concentrations can sometimes be controlled by disinfecting a well. Filters or other on-site treatment processes may also remove some contaminants. Other problems may require a new source of water, or a new, deeper well. If serious problems persist, you may need to rely on bottled water until a new water source can be obtained. You should test private water supplies annually for nitrates,coliform bacteria, total dissolved solids, and pH levels to detect contamination problems early. Test more frequently if a problem was found in earlier tests. For more information, read Home Water Testing, (564 K PDF FILE, 2pgs) (ALL ABOUT_ PDF FILES) What concerns should I have after a flood if I have a private well? Stay away from the well pump while flooded to avoid electric shock, AND... o Do not drink or wash from the flooded well to avoid becoming sick. o Get assistance from a well or pump contractor to clean and turn on the pump. o After the pump is turned back on, pump the well until the water runs clear to rid the well of flood water. o If the water does not run clear, get advice from the county or state health department or extension service. For additional information: o What to Do After the Flood o After a Hurricane or Flood: -Cleanup of. Flood Water - From the Center for Disease Control EX17'di%cWmrrY How can I protect my private water supply? Protect your water supply by carefully managing activities near the water source. For households using a domestic well, this includes keeping contaminants away from sinkholes and the well itself. Keep hazardous chemicals out of septic systems. o Periodically inspect exposed parts of the well for problems such as: ■ cracked, corroded, or damaged well casing http://www.epa.gov/safewater/privatewells/faq.html 9/20/2005 EPA > Water > Safewater > Private Drinking Water Wells > Frequent Questions Page 4 of 4 ■ broken or missing well cap ■ settling and cracking of surface seals. o Slope the area around the well to drain surface runoff away from the well. o Install a well cap or sanitary seal to prevent unauthorized use of, or entry into, the well. o Have the well tested once a year for coliform bacteria, nitrates, and other constituents of concern. o Keep accurate records of any well maintenance, such as disinfection or sediment removal, that may require the use of chemicals in the well. o Hire a certified well driller for any new well construction, modification, or abandonment and closure. o Avoid mixing or using pesticides, fertilizers, herbicides, degreasers, fuels, and other pollutants near the well. o Do not dispose of wastes in dry wells or in abandoned wells. o Do not cut off the well casing below the land surface. o Pump and inspect septic systems as often as recommended by your local health department. o Never dispose of harsh chemicals, solvents, petroleum products, or pesticides in a septic system or dry well. For more information on protecting your well visit these web sites: o National Ground Water Association JVXITdisclaimer>1 o American Ground Water Trust IFX1Tai ca.imrr> Safewater Home I Safe Drinking Water Hotline I Glossary I Water Publications EPA Home I Privacy. and Security Notice I Contact Us Last updated on Wednesday, September 14th, 2005 http://www.epa.gov/safewater/privatewells/faq.html 9/20/2005 Northeast Geoscience Inc Page I of 2 -- A Home I About I Contact I Projects I Services Docume CO kUJ ( �? W)(J "FA� 5 Northeast Geoscience Inc provides a variety of water supply and water resources consulting services: • House well testing • Water Supply Planning and Development • Aquifer and Zone II / Zone III Recharge Area Delineation • Water Management Act, New Source Approval, and Wetlands Permitting • Aquifer Testing and Analysis • Groundwater Flow and Solute Transport Modeling • Production Well Rehabilitation • Water Quality Assessments • Well Head Protection and Aquifer Land Acquisition Grants • State Revolving Fund (SRF) Loan Application and Management • Aquifer Protection Bylaws • Public Education Programs • Water Rates Analysis Examples of Current Projects Engineering Division I Environmental Division http://www.northeastgeoscience.com/water.html 9/20/2005 Northeast Geoscience Inc Page 1 of 2 Home I About I Contact I Projects I Services Docume L.'� KEKJV V kQt% Northeast Geoscience Inc (NGI) provides consulting, design, research and training services to both public and private clients throughout the New York and New England. NGI specializes in water supply and environmental services. NGI was formed in 2002 by Jay Billings and Joel Frisch in response to the perceived need ft common sense approach to environmental science and engineering consulting services. NGI strives to seek innovative, cost effective solutions to complex regulatory challenges facing municipalities and the private sector. This common sense approz to problem solving relies on sound science and engineering coupled with knowledg of applicable regulations, and an understanding of the scientific principals on whict the regulations are based. Using this approach, the founders of NGI have a proven track record of success in providing solutions to regulatory challenges faced by wa suppliers, towns, engineers, and project proponents. NGI's staff includes geologists, hydrogeologists, environmental scientists and engineering professionals with over 20 years of experience working in the field of environmental consulting. The most important attributes NGI possesses are the sa attributes that define good scientists worldwide, the ability to practice unbiased objective science and to explain these principals to stakeholders working in charge political environments. NGI specializes in identifying, developing, permitting and protecting water resourc for public water suppliers, while ensuring efficient utilization of existing water sources. As water suppliers face increasing water demand and increasing difficulty permitting new sources, NGI is working to sustain viability for our clients through demand management and source development. Typical projects in the water resources field include new source identification and development, existing resource optimization and conservation and resource mappi and protection. NGI also works with communities and project proponents to develc quantitative estimates of development impacts to water resources, and to implemf resource protection through use of best management practices (BMPs). In additior NGI provides technical training services to consulting and engineering firms, public agencies and water suppliers. The mission of NGI is to promote public understanding of water resource issues, ai to assist in development, utilization and protection of water resources through a scientifically based approach. To achieve these goals, NGI uses state of the art electronic data collection and analysis techniques. Having developed a network of http://www.northeastgeoscience.com/about.html 9/20/2005 Northeast Geoscience Inc Page 2 of 2 colleagues and contractors providing data collection and analysis services, the teal NGI brings to a project is impressive, and compliments our in house capabilities. © 2002-2005 Northeast Geoscience Inc I Contact http://www.northeastgeoscience.com/about.html 9/20/2005 Blasting Complaints Page 1 of 19 Blasting -Related Citizen Complaints Kentucky, West Virginia, Virginia a. Tennessee Itc \ll "Blasting Related Citizen Complaints}Mountaintop Mining/Valle Environmental Impact Statement {tc \11 "Mountaintop Environmental Impact Statem Segment} http://64.233.161.104/search?q=cache:U4TE8 CBDCuUJ: www. epa.gov/region3/mtntop/pd... 9/20/2005 Blasting Complaints Water Well Quantity and Quality Page 11 of 11 Fourteen percent of the complaints in the study area were related to domestic water wells. On violation was written during the study period on this issue. Scientific studies have determined that there is an extremely low probability of causing dama€ Page 9 to a domestic water well by blasting activities associated with mining, quarrying or road construction. When a water well is damaged by mining activity, quarrying or road constructic it is almost always caused by an interruption of the aquifer --either by draining the aquifer, or cutting off the recharge to the aquifer as a result of the mining excavation. Problems with the quality of well water are almost always the result of an increase in dissolved solids at the well from groundwater percolating through the rubble zone of the backfill area http://64.23 3.161.104/search?q=cache:U4TE8CBDCuUJ:www.epa.gov/region3/mtntop/pd... 9/20/2005 DelleChiaie, Pamela From: Sawyer, Susan Sent: Thursday, September 15, 2005 12:02 PM To: DelleChiaie, Pamela Subject: RE: 78 Spring Hill Road - Damaged Well from Blasting I believe I spoke with him. Unless there were 2 calls. I was not asked to call the person back I spoke with. I recall that he asked what should he do. He said the blasting hadn't taken place yet. I recommended that just as the blasting company films the basements to make sure the pre and post conditions are documented, I suggested he have his well tested pre and post blasting. I told him that this was an interesting concern that I was not educated in. Would blasting affect the acquifer hundreds of feet below the surface. I said I might try to locate info, but I do not think I promised to take any action. I did tell him that any work done on the well, we would oversee and a permit would be needed. I may have taken his number, but I never located any information, so I did not have any need to contact him. Can't comment on liability. Who is to say who you can sue. There has never been any past issue of a well being damaged by blasting in NA. How could you even prove it, I don't know. He can sue the driller I guess. I am not planning on taking any action because there is nothing to take action on. That is how I see it. Thanks -----Original Message ----- From: DelleChiaie, Pamela Sent: Thursday, September 15, 2005 9:37 AM To: Sawyer, Susan Subject: 78 Spring Hill Road - Damaged Well from Blasting Hi Susan, Joe Gangi, a resident of above called yesterday and said that blasting from a nearby building project (Molly Town Road) caused his well to be damaged. He was very agitated. Mr. Gangi stated he spoke with someone last week about this, and had not heard anything, when I tried to ask him who he spoke with, he hung up before I could get his phone number. Unfortunately, his number is not listed, so I am not sure how to get in touch with him, other than a letter. Can we provide him with any help, or does he need to just contract with a well company? I wasn't sure, as it would be affecting access to his drinking supply water. Also, would the Town be liable in any way if we issued a building permit, to the parties who are blasting? I will keep the file out for this address until I hear from you what we should do. Thanks 8a8f Ae#azdg, Health Department Assistant Town of North Andover 400 Osgood Street North Andover, MA o1845 978.688.9540 - Phone 978.688.8476 Fax http://www.townofnorthandover.com healthdept@townofnorthandover.com VL/VJ/LJJ� VV. JV JV VJ�JVVLL AlMh 41Vmvfr 12_o.4 JJb mo,n'of Ne rlh A n�aove�- W-01 Lie- rl r4C411' L-1 #. MWART IS SEPTIC TANK SIUMCE 4 7 RAIIRQAD grRmr BRADFORD, IOW 01835 978-372-7471 MONI'fi OF c' MO HLY REPORT FOR T MN OF it P A1,6(4h Alvwver 12-n- 4, )36 '41,01n A/arlj, n g4C4 MMMY REPORT FOR 'IMN OF ✓LLL - 5 I'l STUART'S Slinic T,w 47 RATIROAI) grRZor S12tvl(z BRADFORD, MA 01835 978-372-7471 MORM OF Town of North Andover, Massachusetts BOARD OF HEALTH ka A 7 , c o � APPLICATION FOR SITE TESTING/INSPECTION Form No. 1 WE Applicant NAME AD RESS TELEPHONE Site Location r_ Engineer 'f� 61C ' 'NAME ADDRESS TELEPHONE Test/Inspection Date and Time CHAIRMAN, BOARD OF HEALTH Fee Test No. NZ S.S. Permit No. D.W.C. No. U� C.C. Date Plbg. Permit No. j. Ow led 'd� .�,t � ''ti� +q y 1i: � `` � is '---yyy•ryryry- _ M t._ j �j.y�. '�.+. r •S.. .G— l� rri • a`w'. ��-'��'y 'h _ is � ,��, t M \ F � � r Phi 0 I I N -I 1 � � �'€ 'fit � �\ ` � ��'.' Town of North Andover, Massachusetts Form N0.3 f N0R7q BOARD OF HEALTH • o��.,,.o ,,tic _ 19 �+s',..°•''t�' DISPOSAL WORKS CONSTRUCTION PERMIT i. sACNUSE t• Applicant NAME ADDRESS Site Location— 13 z; TELEPHONE TELEPHONE Permission is hereby granted to Construct --or Repair an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval pp al S.S. No. HAIR OARDOF.HEALTH Fee �• D.W.C. No. i a 1 . LAWRENCE RICHARD J. D'AGOSTINO ARTHUR M. KHOURY ANTHONY F. LAUTIERI METHUEN ROBERT J. LcBLANC GERARD A. THIBAULT GREATER LAWRENCE SANITARY DISTRICT DONALD A. GEORGE, EXECUTIVE DIRECTOR November 5, 1990 ANDOVER ROBERT E. ti1.c'QUADE NORTH ANDOVER KENNETH R, MAHONY ATTY. JOHN L,POLLAN'0,,( FA TREASURER Mr., Joseph Gangi 179 Ferry Street Lawrence, Ma. 01840 Re: Drinking Water Analysis - Dear Mr. Gangi: Enclosed please find the results of the drinking water sample you submitted on October 30, 1990, ; The water is satisfactory with notation based on the levels of iron and manganese. Please see the enclosed information. Should you have any questions, please contact me directly. Sincerely, GREATER LAWRENCE SANITARY DISTRICr ------------------------------------- Colleen Gaudio ' Laboratory Supervisor CMG/pac enc: CHARLES STREET 0 NORTH ANDOVER, MASS. 01845 e TEL. 508-685-1612 FAX: 508-685-7790 GREATER LAWRENCE SANITARY DISTRICT DONALD A. GEORGE, EXECUTIVE DIRECTOR LAWRENCE RICHARD J. D'AGOSTINO ARTHUR M. KHOURY ANTHONY F. LAUTIERI METHUEN ROBERT J. LeBLANC GERARD A. THIBAULT CHAIN OF CUSTODY #: SAMPLE DESCRIPTION: DATE/TIME: ANALYSIS REQUESTED: ADDITIONAL COMMENTS: DATE -OF -TEST 10/30/90 10/30/90 11/02/90 11/02/90 11/02/90 11/05/90 ANDOVER -ROBERT E. KIcQUADE NORTH ANDOVER KENNE I I I R. AIAHONY ATTY. JOHN T. POLLANO, CPA TREASURER 0 1547 Joseph Gangi - Drinking Water 10/30/90 4:00 P.M. pH, Metals, Total Coliform,.No 2 -.N No 3 - N, Hardness, Chloride $60.00 Charge (Invoice to Follow) PARAMETER RESULTS TESTE,D_BY pH 6.50 N.C. Total Coliform 0 mg./L CT 9.49 mg/L Hardness 130 mg/L Nitrite <0.01 mg/L Nitrate 0.46 mg/L C:H. CU .08 ppm Fe* ,.8c4 Mn* .45 Na .1.2.6 *These parameters classify this water as satisfac ny_w.i.th notation_ This means the water is safe for drinking but lacks aesthetic quality. Analysis performed according to Standard Methods for t.he' Examination --of --Water--and__W__a_ste_w_a_te_r. All results are --------------- expressed in milligrams per liter (mg/'1) unless otherwise noted. CHARLES STREET • NORTH ANDOVER, MASS. 01845 0 TEL. 508-685-1612 FAX: 508-685-7790