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HomeMy WebLinkAboutMiscellaneous - 83 OLYMPIC LANE 4/30/2018e Y 1 V O r r � CA) --L3 ^ ^ O Z O m /) 0 �� �� _L3 O North Andover Board of Assessors Public Access r z Parcel ID: 210/%106.B-0139-0000.0 Community: North Andover SKETCH PHOTO Click on Sketch to Enlarge No Picture Ana I �a Location: 83 OLYMPIC LANE Owner Name: FINN, PAUL D JEAN C FINN Owner Address: 83 OLYMPIC LANE City: NORTH ANDOVER State: MA ZIP: 01845 neighborhood: 7 - 7 Land Area: 1.17 acres :Jse Code: 101 - SNGL-FAM-RES Total Finished Area: 2464 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 521,600 498,900 Building Value: 321,700 308,600 Land Value: 199,900 190,300 Market Land Value: 199,900 '—hapter Land Value: LATESTSALE Sale Price: 1 Sale Date: 04/07/1994 Arms Length Sale Code: F-NO-CONVNIENT Grantor: FINN, PAUL Cert Doc: Book: 04020 Page: 0356 Page 1 of 1 http://csc-ma.us/NandoverPubAcc/j sp/Home.j sp?Page=3&Linkld=467763 7/27/2005 ooUQ:U o o U) f0 w N m f0 N a N r- U CJ C/) a aci rna)co'A a S2wUS O Q O o c iu •� N O M d � J 0 Cl) C OU m W m U 3 N t y { m U0 O'DZ- (6 O �::)<:D W}U' Udo U m O) c0 fD CO O FL -tN� V% W X M LL L iri iri iri IL ' ' O") IL 0 0 0 Ett.c 7 7L m W(li aNN 0 CD C)-6-6 J o Undo 40 O O 0 O c to (Y- 0Q¢ 00 On UO m W N(D 0 M 0 c co ati U O 0) 0) (D 0) 0 J U Q Jr a > Ix a O L O Z O CL< W !� 0) Cl) o a �oau.ti Car a Z a rnrn � o O a`o�> 0 0° -OO Cl O N N N ;O cnU)U)m0 x 0 O O M n Z v O IVa- o �F•Nr QZ N IxO Y U m o O �¢ cn ¢ m m O _N c U U ii - E m x - - y H0- W O Irk a Z y = Z N C) Alch O Z &Ln o O o F, W �Q M a O o OLL o m SWrnrn U jmm <O Z m m (n ¢ O J Z Q' G W U Z Q> Jp N o w a JZ . �� UC aQ a U >. 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Date: _e,11-1 C 1�)WV-5 SC #-U G Home Improvement License: Exp. Date: Loll Joz 0 ARCHITECT/ENGINEER Phone: Address: Reg. No FEE SCHEDULE: BULDING PERMIT: $92.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $,T%Oev—"1/. oc4. 0 4 FEE: $ Check No.: Receipt No.: NOTE: erso>as contracting with unregistered contractors tiro not have access to gua anty fund F Sign f=_, _ Owner Sinnature oficont�a.ctorE Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/MassageBody Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED PLANNING & DEVELOPMENT ❑ COMMENTS DATE APPROVED CONSERVATION Reviewed on Signature COMMENTS JHEALTH COMMENTS Reviewed 'l Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: FIRE DEPARTMENT - Temp Dumpster on site yes, Located at 124 Main Street Fire Department signature/date COMMENTS Located 384 Osgood Street no NORTil O�tt`eO .6q�0 OL O V eb PUBLIC HEALTH DEPARTMENT Community Development Division VRTIq7jC.f1rF OAF' CO44�I'LIAME As of: July 25, 2006 This is to cert that the ind viduafsubsurface disposafsystem was repaired with a Septic TankReplacement by: John Soucy At: 83 Olympic Lane `North Andover XA 01845 'The Issuance of this certificate shaff not be construed as a guarantee that the system wiff function satisfactorify. Susan T Sawyer, IREMSIRR ,Public Yfeafth Director 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com i TOWN OF NORTH ANDOVER t ,1ORTM 1 Office of COMMUNITY DEVELOPMENT AND SERVICES 0r RECEIVED HEALTH DEPARTMENT 400 OSGOOD STREET O Ry ^�4C J'r(4 JUL j NORTH ANDOVER, MASSACHUSETTS 01845 'ss�C 3 2006 978.688.9540 — Phone TOWN Asan Y. Sawyer, R S/RS 978.688.8476 — FAX HEALA"�IPDWx r E-MAIL: healthde�t@townofnorthandover.com WEBSITE: hqp://www.townofnorthandover.com TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM - INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System () constructed; �K) repaired; by "�—tg c (Print ame) located at 0 OI K � , c ^ (Installat on Address) was installed inn conf, rmance with the North Andover Board of Health approved plan, originally dated 9/-///-/;0'5—and Viand last Revised on , with a design flow of gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310 CMR 15.000, Title 5 and local regulations, and the Final grading agrees substantially with the approved plan. All work is accurately represented on the As -built which has been submitted to the Board of Health. / Bed inspection date: N Engineer Representative (Signature) And - Print Name Final inspection date: 7 _ er7 E�ngineer Represen tive (Signature) .RC a And - Print Name Installer ! (Signature) Date: O And - Print Name Engineer: A,C- (Signature) Date: '�t- y/. 06Sd-Q And - Print Narnk TOWN OF NORTH ANDOVER NORTI, Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT _ p " . 400 OSGOOD STREET NORTH ANDOVER MASSACHUSETTS 01845 s�cNus Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: MAP INSTALLER: DESIGNER: PLAN DATE: BOH APPROVAL DATE ON PLAN: INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION; DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS Comments - 15 -OD 0--1-- SE LOT: ❑Existing septic tank properly abandoned ❑Internal plumbing all to one building sewer ❑Topography not a�9ia.b.ly--alt J .�� Lid' j2t stewater System Documentation – Feb 2006 Page 1 of 6-1 "' ,- q1,� has 6" stone base lugged 500 gallo tank has been installed Pe � ing Monolithic construction \Wer tightness of tank has been achieved " (Visual or Vacuum Test or Water held for 24hrs) Inlet tee installed, centered under access port Outlet teeWas-baffle r effluent filter) installed, centered u s port 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 TOWN OF NORTH ANDOVER f NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES 02 HEALTH DEPARTMENT '° 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 ''SSS CHUSS`g Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX 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: ADVANCED TREATMENT TECHNOLOGY ❑ Type of treatment device: Comments: ❑ Installed per manufacturers requirements ❑ All components working in accordance with manufacturer's requirements Wastewater System Documentation — Feb 2006 Page 2 of 6 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT ~41 ' 400 OSGOOD STREET `► NORTH ANDOVER, MASSACHUSETTS 01845 CH„5'`g Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX D -BOX ❑ Installed on stable stone base ❑ Inlet tee (if pumped or >0.08'/foot) ❑ Hydraulic cement around inlet & outlets ❑ Observed even distribution ❑ Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM ❑ Bottom of SAS excavated down to soil layer, as provided on plan ❑ Size of SAS excavated as per plan ❑ Title 5 sand installed, if specified on plan ❑ 3/4-1 Y2" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed ❑ Laterals installed and ends connected to header ❑ Laterals vented if impervious material above ❑ Orifices @ 5 & 7 o'clock positions ❑ Gravel -less disposal systems: type, number and location as per plan ❑ Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: Wastewater System Documentation — Feb 2006 Page 3 of 6 9 TOWN OF NORTH ANDOVER MORTM Office of COMMUNITY DEVELOPMENT AND SERVICES o? HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845"Ss,CHUst4g Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX PRESSURE DISTRIBUTION ❑ Comments: -- inch manifold laterals installed with end sweeps size: material: Squirt test ft in height Equal distribution to all laterals orifice size inch as per plan CONTROLPANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ Rated for exterior if placed outside Comments: Wastewater System Documentation — Feb 2006 Page 4 of 6 TOWN OF NORTH ANDOVER f NCRr" 1 Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 �'SSACHU9 S�9 Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback 1 Suction line 222(2) Z 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 Wastewater System Documentation — Feb 2006 Page 5 of 6 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 10' ❑ Private drinking well 75 1002 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 1 Suction line 222(2) Z 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 Wastewater System Documentation — Feb 2006 Page 5 of 6 r TOWN OF NORTH ANDOVER f MORT{ Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 49p 400 OSGOOD STREET►,. NORTH ANDOVER, MASSACHUSETTS 01845 ScHostt9 Susan Y. Sawyer, REHS/RS 978.688.940 — Phone Public Health Director 978.688.8476 — FAX SYSTEM ELEVATIONS Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN Distribution Box OUT Lateral 1 HIGH Lateral 1 LOW Lateral 2 HIGH Lateral 2 LOW Lateral 3 HIGH Lateral 3 LOW Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW INVERT ON DESIGN PLAN FIELD INVERT ELEV. Wastewater System Documentation — Feb 2006 Page 6 of 6 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. � tab fP!!lIll M Application is hereby made for a permit to: ❑ Construct a new on-site sewage disposal system* ❑ Repair or replace an existing on-site sewage disposal system* Repair or replace an existing system component A. Facility Information Address or Lot # City/Town 2.- *TYPE OF SEPTIC SYSTEM*: ❑ Pump ❑ Gravity (choose one) ***If pump system, attach copy of electrical permit to application*** TODAY'S DATE $ 250.00 — Full Repair - omponen ❑ Conventional System (pipe and stone system) ❑ Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system. ❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement) ❑ Pressure Dosed (D -Box Present) S.A.S. 2. Owner Information I ----- Name 4.1 Address (if different rom above) City/Town 3. Installer Information 7T 1q0 Name v . Aok State Telephone Number Zip Code -- Name of Company Address V City/Town �� State Zip Code Telephone Number (Cell Phone # if possible please) a. Designer Information Name �� Name of Company Address City/Town arare Zip Code Telephone Number (Best # to Reach) Application for Disposal System Construction Permit • Page 1 of 2 pf Nou,iteA,r,O Application for Septic Disposal System -,Construction Permit - TOWN OF TODAY'S DATE ` * NORTH ANDOVER MA 01845 $ 250.00 - Full Repair � (..' .�`' ' $125.00 Component 5'q _+t, PAGE 2OF2 A. Facility Informationcontinued.... 5. Type of Buildinq esidential Dwelling or ❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore -described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover, and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Name Date Applicatio Ap roved By: (Board of Health Representative) Name Date Application Disapp oved for the following reasons: For Office Use Only: 1. Fee Attached? Yes No 2. Project Manager Obligation Form Attached? Yes_ No 3. Pump S sy tem? If so, Attach copy f Electrical Permit Yes_ NoV1"� 4. Foundation As -Built? (new construction ronly) (Same scale as approved plan) S. Floor Plans? (new construction only): t, r Yes_ No Yes_ No Application for Disposal System Construction Permit - Page 2 of 2 4 4" INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction of the septic system for the property at K) (� �� �, -relative to the application of dated (r- Qa, -to& for plans by �, � �„y_ and dated ''(%-G with revisions dated I understand the following obligations for management of this project: I. As the installer I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer I must call for any and all inspections. If homeowner, contractor, project manger, or any other person not associated with my company schedules an inspection and the system is not ready then item three shall be applicable. 3. As the installer I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection, without completion of the items in accordance with Tile 5 and the Board of Health Regulations may result in a $50.00 fine being levied against my company. a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done first. Installer must request the inspection but does not have to be present. b) Final inspection — Engineer must first do their inspection for elevations, ties, etc. As -built or verbal OK from engineer must be submitted to Board of Health, after which installer calls for inspection time. Installer must be present for this inspection. With pump system all electrical work must be ready and able to cause pump to work and alarm to function. c) Final Grade — Installer must request inspection when all grading is complete. Does not have to be on site. 4. As the installer I understand that only I may perform the work (other than simple excavation) required to complete the installation of the system identified in the attached application for installation. I further understand that work by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system, and/or revocation or suspension of my license to operate in the Town of North Andover; significant fines to all persons involved are also possible. 5. As the Installer I understand that I must be on site during the performance of the following construction steps: a) Determination that the proper elevation of the excavation has been reached. b) Inspection of the sand and stone to be used. c) Final inspection by Board of Health staff or consultant. d) Installation of tank, D -box, pipes, stone, vent, pump chamber, retaining wall and other components. 6. As the installer I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Undersiga6d Vicensed Septic Installer Date: —& -�� R O b h. w 0 K N 0 0 a 0 9 9i w CD * a w TOS cs a � «,., d o i « rt S t• o z � o 0 v _ _' �• "O � H I'yya m O �• C � i � n N d L H O ! ��oi o o'• 91 w rn w' Ln m � 3 � z � 3'0 o I� a;•;� zo I�.I 77 CD 0 0 A'eo IO �I CD cn y Q o IN � g I ID� COC7� c , c a1 0 Cmc . � (CD R' rA ID w zN N o M 17' �� o � 's c o rn aE� m Fn; �ti w O w zi =s��y ' COD � � a � $ 'b '-d C li �• 'e o m a i z I C� � C7 r a �. �• O io dq I l r- r-d > t7 z b h. w 0 K N 0 0 a 0 9 9i 0 TOWN OF NORTH ANDOVER NOR7N Office of COMMUNITY DEVELOPMENT AND SERVICES a HEALTH DEPARTMENT 400 OSGOOD STREET,- NORTH ANDOVER, MASSACHUSETTS 01845 ,SSACHus`` 978.688.9540 — Phone Susan Y. Sawyer, REHS/RS 978.688.8476 — FAX Public Health Director E-MAIL: healthdeptg_townofnorthandover.com WEBSITE: hitp://www.townofnorthandover.com December 15, 2005 Jean Finn 83 Olympic Lane North Andover, MA 01845 Dear Ms. Finn: Please note that as of August 18, 2005, the Health Department received a Septic Tank Replacement Plan for 83 Olympic Lane, prepared by New England Engineering Services, Inc. This plan was approved by the Health Department on September 24, 2005. Please note that any septic construction or septic component replacements and repairs in the Town of North Andover must be done by a licensed approved installer for the Town of North Andover. I have attached a list for your reference. Please call if you have any questions or concerns. 7usa:nY. y, Sawyer,REHS/RS Public Health Director /pfd CC: ➢ File ➢ Septic Installer list — Town of North Andover 0 Town of North Andover Licensed Septic System Installers (Disposal Works Installer's) (Please note that the septic installer is licensed only -- not the company) 1 Name Amor, Robert Five or more installations within the last year # of 1 Company R.T. Amor Permit # Phone # BHP -2004-1349 978-948-3341 2 Bateson, Todd 8 113ateson Enterprises, Inc. BHP -2005-0053 978-475-1474 3 1 Beaulieu, Serge R. -NEW 0 _ lRoadway Excavators, Inc. BHP -2005-0071 603.893.9189 4 Breen, Peter 0 Peter Breen Excavating, Inc. BHP -2005-0038 978-687-7774 5 Busby, Philip A. Jr. 0 Busby Construction Co., Inc. BHP -2005-0011 603-362-4650 6 Carr, John 0 Ramey Construction BHP -2005-0034 BHP -2005-0012 978-683-6791 978-777-5679 7 Colosi, Philip A. 0 Colosi Construction LLC 8 Coyle, Kevin 0 Kevin Coyle BHP -2005-0010 978-479.2818 9 Currier, James H. 0 James H. Currier Construction Co, IncBHP-2005-0009 978-774-6685 10 Daigle, Rob 1 Creative Builders BHP -2004-1355 978-682-4948 11 DeLucia, Rocci Jr. 0 Frank DeLucia & Son, Inc. I BHP -2004-1357 978-686-8200 12 DiVincenzo, John L. 0 Andover Septic/J&S Dev. Corp. BHP -2005-0006 978-521-5251 13 Giard, Daniel 0 Daniel A. Giard Septic Service_ BHP -2005-0001 978-686-7653 14 Hall, Bill, Inc. 2 Bill Hall, Inc.BHP-2004-1351 978-689-3711 15 Hartigan, James 0 James Hartigan ` BHP -2005-0028 978-766-0087 16 Hayes, John 0 J.B.H. Compact Equip. Co. BHP -2005-0117 978-686-5229 17 Henderson, William S. -NEW 0 William S. Henderson PENDING 978-490-0085 18 Hoehn, Bruce 0 Bruce Hoehn; BHP -2005-0092 978-372-8274 19 1 Hutton, Arthur 0 Hutton's General Construction, Inc. BHP -2004-1356 978-685-2627 20 lacozzi, Stephen -NEW 2 Stephen lacozzi BHP -2005-0095 978-479-4407 21 Innis, Robert L. 1 _ R.L.I. Corp. BHP -2005-0069 978-663-6006 22 Kellett, James 12 Kellett Excavating BHP -2005-0007 781.953.7146 23 Marsh, Steve 0 The Westchester Co. BHP -2004-1361 978-742-9778 24 Maynard, Dave 1 Maynard Construction BHP -2004-1354 603-228-4436 25 McKee, Brian 0 D.P. McKee & Son Excavators BHP -2004-0023 781-942-7608 26 O'Connell, Kevin -NEW 0 Kevin O'Connell BHP -2005-0100 978-658-3933 27 Osgood, Ben 5 New England Engineering BHP -2005-0032 978-686-1768 28 Pearce, Warren 1 jPearce Construction BHP -2005-0010 978-664-5264 .29 Petrosi no, Angelo 0 Angelo Petrosino BHP -2004-1358 978-664-2030 30 Quinlan, Timothy 0 Quinlan & Rand Builders BHP -2004-1350 978-682-1570 31 Sawyer, William T. 0 Arco Excavators, Inc. BHP -2004-1353 603-642-8910 32 Shaw, John III 1 Wildwood Excavation, Inc. BHP -2004-1352 978-474-8088 33 Slombo, Robert 0 Robert Slombo BHP -2005-0054 603-659-6962 34 Soucy, John J. 10 Soucy's Sewer Service BHP -2005-0013 978-470-1400 35 ISurianello, Joseph 0 lRalph Surianello, Inc. BHP -2004-1360 617-799-3900 36 Todd, Charles R. 0 Charles R. Todd Contractor, Inc. BHP -2005-0004 978-667-7853 37 Waelty, Craig(Skip) 4 Craig Waelty BHP -2004-0671 978-664-2126 38 Watson, Joseph 2 JW Watson, Jr. Inc. I BHP -2004-1359 978-475-3262 39 Whyman, Jon 0 J. Whyman Construction BHP -2005-0005 781-334-2323 40 Zaher, Charles 0 Charles Zaher— BHP -2005-0037 978-441-9429 Note: The Septic Installer Exam is held in January, March, May. July and September of each year. You must call the Health Department to sign up for the exam at 978.688.9540. The testing fee is $25. Last Updated: 10/12/2005 NEW ENGLAND ENGNIC EERING SERVICES August 18, 2005 Susan Sawyer North Andover Board of Health 400 Osgood Street North Andover, MA 01845 Re: 83 Olympic .Lane, North Andover, MA Septic 'Tank Replacement Design Plan Dear Ms. Sawyer, .g7-7777�1D AUG 1 S 2005 ' \; a f3i�pOVER TO0 _'LTH The following plans for the above referenced property are being submitted for approval. The plan calls for the replacenient of a septic tank. The existing leaching facility shall remain intact. Enclosed are three copies of this design plan. Please contact this office with any questions or concerns. Sincerely, Thomas Hector Project Engineer 60 BEECHWOOD DRIVE — NORTH ANDOVER, MA 01845 — (978) 686-1768 — (888) 359-7645 - FAX (978) 685-1099 RECEIVED JUL - 5 2006 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 'k-a/Z 2"uvp FROM :S000Y'S SEWER SERVICE FAX N0. :18005419379 Jun. 30 2006 09:42AM P1 f �X+ST�nF1 upgli.RfS�����' L��1E I.vCAI'Ftort {,ae�iCt^�d� .on 08/18/2005 16:02 9786851099 NEW ENG ENG PAGE 02 Town of Nortb Andover HEALTH DEPARTMENT 27 Charles Street North Andover, MA 01845 978 688.9540 healthdenWownolhorthandover.com SEPTIC PLAN SUBMITTAL FORM DATE OF SUBMISSION: I SITE LOCATION: '3 �G/r»nlC LQlP— ENGINEER loSayd Jr. �. NEW PLANS: YES - S225.00/Plan Check #: (Includes I"t and one Re -Review Only) REVISED PLANS: YES S 75.00/Plan Check #: SITE EVALUATION FORMS INCLUDED: YES NO LOCAL UPGRADE FORM INCLUDED: YES NO Telephone#• 9 W- 6& Fax #: /099 E-mail:j/. COJ'n HOMEOWNER OFFICE USE ONLY Ashen the submission is complete Oncluding check): 1. �, )aie stamp plans and letter. 2. Cmwtete and attach Recdpt 3, Co File- Forward to AY � Consultant 4. Enter on ;t,o reet and Database COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFA DEPARTMENT OF ENVIRONMENTAL PROTECTI TITLE 5 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSET SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM) PART A CERTIFICATION Property Address: 9.5 OL&1014 - -1A , . Al,V Name of Owner: Address of Owner: Sbn5 Date of Inspection:- Name nspection: Name of Inspector: /4ryai l�" ✓ �/^�d Company Name: Mailing Address: Telephone Number: CERTIFICATION STATEMENT Tiger Environmental Engineering 969 Washington Street, Braintree, MA 02184 781-849-0088 rR AUG 16 2005 V"N'OF NORTH ANDOVEfl HEALTH DEPARTMENT I certify that I have personally inspected the sewage disposal system, at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (CMR 15.000). The system: F Passes !� Conditional) Passes eeds Further Evaluation By The Local Approving Authority Fails I'� aS Inspector's Signature: ti Date: -727- The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within thirty (30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gdp or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies to the buyer, if applicable, and the approving authority. NOTES AND COMMENTS L....- ,rx r l _77-z `tT/ oN, f! l Q V 4b L-c✓el 611 &74,aV O C/"%(.,6-% �p� .si✓�-T, No REc6A(7- I2MP,16. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. revised 6/15/2000 Page 1 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMEI SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFI ATION (continued) Property Address:- AA Owner: -- Date of Inspection: INSPECTION SUMMARY: Check A, B, C, D or E /ALWAYS complete all of Section D A. SYSTEM PASSES: I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below.~ Comments: B. SYSTEM CONDITIONALLY PASSES: XOne or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no, or not determined (Y, N, ND) in the for the following statements. If "not determined" please explain. The septic tank is metal and over 20 years old* o r the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND `x Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s) are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if (with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed ND explain: revised 6/15/2000 Page 2 of 11 i " OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: ® e, W., AIA; i Owner:��✓ Date of Inspection: C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety or the environment. 1. SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303, (1)(b) THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT PUBLIC HEALTH, SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of a surface water. Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2. SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF ANY) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH, SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS, is within Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS 'is.less than 100 feet but 50 feet or more from a privaterwater supply well"- Method used to determine distance ""This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. OTHER revised 6/15/2000 Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS V' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION e ( onti ued) Property Address: Owner:iNa/ Date of Inspection: �"` 27- O�5 D. SYSTEM FAILURE CRITERIA APPLICABLE TO ALL SYSTEMS: ` You must indicate "yes" or "no" to each of the following for all inspections: Yes No Pa Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. j�(0A Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). (((sss Number of times pumped _z Any portion of the SAS, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. a Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. N/A Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from -that facility and the presence of'ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] A0 (Yes/No) The systems fails. I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. LARGE SYSTEM: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either "Yes' or "No" to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area - IWPA) or a mapped Zone II of a public water supply well. If you have answered "yes' to any question in Section E the system is considered a significant threat, or answered ..yes' in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. revised 6/15/2000 Page 4 of 11 i OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B C CKLIST Property Address:��' M / QV, Owner: � by! Date of Inspection: 7--07, Check if the following have been done. You must indicate either "Yes" or "No" as to each of the following: Yes No !/ Pumping information was provided by the, owner, occupant or Board of Health. Were any of the system components pumped out in the previous two weeks ? Has the system received normal flows in the previous two week period ? Have large volumes of water been introduced to the system recently or as part of this inspection ? Were as built plans of the system obtained and examined? (If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up ? Was the site inspected for signs of break out ? Were all system components, excluding the SAS, located on site ? Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum;? Was the facilityand occupants if different from owner owner ( P )provided with information on the proper maintenance of subsurface sewage disposal systems ? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: Yes No Existing information. For example, a plan at the Board of Health. V Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] revised 6/15/2000 Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM %INFORMATION Z2 Property Address: U vp � Y14 Owner:�N Date of Inspection: ! d RESIDENTIAL FLOW CONDITIONS Number of bedrooms (design): i Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms): is1.� Number of current residents: Does residence have a garbage grinder (yes or no): Is laundry on a separate system (yes or no): A/D [If yes, separate inspection required] Laundry system inspected (yes or no): Seasonal use (yes or no): MO Water meter readings, if available (last two year's usage (gpd)): �— O S4 7� Sump Pump (yes or no): ,NO Last date of occupancy: COMMERCIAL/INDUSTRIAL Type of Establishment: Design flow (based on 310 CMR 15.203): _ Basis of design flow (seats/persons/sq ft, etc): Grease trap present (yes or no): Industrial waste holding tank present (yes or no): Non -sanitary waste discharged to the Title 5 system (yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER (describe): " GENERAL INFORMATION PUMPING RECORDS A?. Source of information: �^ �r/,iw's Azt ar6� Was system pumped as part of inspection (yes or no): Mo If yes, volume pumped :"' gallons -- How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank, distribution box, soil absorption system Single cesspool Overflow cesspool Privy NO_ Shared system (yes or no) (if yes, attach previous inspection records, if any) (0/006eb g/45�yo� - S34 ? Innovative/Alternative technology. Attach a copy of current operation and maintenance contract (to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other (describe): Approximate age of all components, date installed (if known) and source of ' formation: AU _Gw> GY, Off' <� -. z- _lam,_ --7 - 47 2Wvl2 Were sewage odors detected when arriving at the site (yes or no): revised 6/15/2000 Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATI N ( ti d) Property Address:L �� G� A , Owner: '4CIAlArl Date of Inspection: —7-27—o-5 BUILDING SEWER (locate on site plan) Depth below grade: / Material of construction: O cast iron O 40 PVC O other ( xplain) Distance from private water supply well or suction line: � /WVAIIGP Comments (on condition of joints, venting, evidence of leakage, etc.): SEPTIC TANK: (locate on site plan) Depth below grade: Material of construction: O concrete O metal O Fiberglass O Polyethylene O other (explain) If tank is metal, list age: Is age confirmed by Certificate of Compliance (yes or no) (attach a copy of certificate) Dimensions: 41-4" k �" a X - Sludge depth: Al-OA146 Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: A10A4E Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: — How dimensions were determined: /A/ ZA Comments (on pumping recommendations, inlet and outlet tees or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.):v� bz c EYE ,�/r Pte- �•vr'...� �656 EV4c r, l /A/447--/" GREASE TRAP: r40 (locate on site plan) Depth below grade: Material of construction: O concrete O metal O Fiberglass O Polyethylene O other (explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee of baffle: Date of last pumping: Comments (on pumping recommendations, inlet and outlet tees or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): revised 6/15/2000 Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: O /G-6Al2 11V4 Owner: OeIA71 Date of Inspection: — 7— ©� TIGHT OR HOLDING TANK: /14o (tank must be pumped at time of inspection) (locate on site plan) Depth below grade: Materials of construction: O concrete O metal O Fiberglass O Polyethylene O other (explain) Dimensions: Capacity: gallons Design Flow: gallons/day . Alarm present (yes or no): Alarm level: Alarm in working order: (Yes or No) Date of last pumping: Comments (condition of alarm and.float switches, etc.): - DISTRIBUTION BOX: (if present must be opened) (locate on site plan) Depth of liquid level above outlet invert: tr /AA Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakageintoor out of box, etc.): 6&V&_ 1�SrX1a(/TJ' /VG 'EVe*_;V66 - PUMP CHAMBER: (locate on site plan) Pumps in working order (yes or no): Alarms in working order (yes or no): Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): revised 6/15/2000 Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 6L_2 Al Owner: J ' AfAf Date of Inspection: SOIL ABSORPTION SYSTEM (SAS): %� (locate on site plan, excavation not required) If SAS not located explain why: Type leaching pits, number:----�-j leaching chambers, number: leaching galleries, number: 14 -yl leaching trenches, number, length: �A leaching fields, number, dimensions: overflow cesspool, number: innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): tcJ/Tiz/ /✓O -:516+CS / /24W/G 15FI�. ae- o/2 - CESSPOOLS: AD (cesspool must be pumped as part of inspection) (locate on site plan) Number and configuration: Depth -top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow (yes or no): Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): PRIVY: ' `r O (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) revised 6/15/2000 Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: aWIW �C eAl,. /mss 4amez,,` Owner: Date of Inspection: 7' Z; 7—. 0.77 SKETCH OF SEWAGE DISPOSAL SYSTEM: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. . . . . . . . . . . . . �y. 4 . . . . . . . . . . . . . . . . . . f iD� I . . . . . . . . . . . . . . . . . . . . .r,J�• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f3. . . . ................. .......... ........ .. . ..... . 17J, * * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M , a' ouner 17 ►►moi►! Lam- !" • .G... ,,,. ! .......': Vis` •� :� ...... ... . ............................. A< ,2s, Qs / 8, revised 6/15/2000 Page 10 of 11 w` I' P OFFICIAL INSPE TION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM. INFORMATION (continued) Property Address: �l✓ M /fi [-1V. 1V• q�. Owner: � �If 1,14 Date of Inspection: SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated depth to ground water/ ¢ feet i Please indicate (check) all the methods used to determine the high ground water elevation: .�yQ Obtained from system design plans on record -If checked, date of design plan reviewed: ��•" /p Observed site (abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health - explain: Checked local excavators, installers - (attach documentation) - - Accessed USGS database - explain: You must describe how you established the high groundwater elevation: psi'- Sft .S 16? a 0-0 y �� C .��✓�rS- ass oL , I revised 6/15/2000 Page 11 of 11 A5 E5UIL-T SYST EM IN SG4La { - d DAT E:r, FGZAh.IiL GGEL�NAS � ASSc�1oTES �NC�INEE�2S� ARL..-ltTt=GTS Ar --t ��lDc�/RC2 ST �lo.L�NC���IE� i A5 E5UIL-T SYST EM IN SG4La { - d DAT E:r, FGZAh.IiL GGEL�NAS � ASSc�1oTES �NC�INEE�2S� ARL..-ltTt=GTS Ar --t ��lDc�/RC2 ST �lo.L�NC���IE� i r. BSURFAC E NORTH APPROVED DATE PROVIDED Title 5 Reg. 2.5 Reg. 6 DISPOSAL SYSTEM CHECK LIST ANDOVER BOARD OF HEALTH DISAPPROVED DATE TIME _?,� /o _T+?� 7:'WM REASON ri,,a.�►v� �c S . The submitted plan must show as a minumum: the lot to be served (area,dimensions,lot #,abutters) (Planning Board files) )--location and log of deep observation holes -distance to ties location and results of percolation tests -distance to ties design calculations & calculations showing required leaching area )- location and dimensions sf system (including reserve area) existing and proposed contours location of any wet areas within 100' of the sewage disposal system o1~ disclaimer (check wetlands mapping) 'surface and subsurface drains within 100' of sewage disposal system or'disclaimer location of any drainage easements within 100' of sewage disposal system or disclaimer (planning board files) known sources of water supply within 200' of sewage disposal system or disclaimer �- location of any proposed well to serve the lot (100' from leaching facility) location of water lines on property (10' from.leaching facilities) location of benchmark �- driveways )--garbage disposers )- no PVC is to be used in construction J_a profile of the system (elevations of basement, plumber pipe septic tank, distribution box inlets and outlets, distribution field piping and any other elevations) maximum ground water elevation in area of seviage disposf system plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans Septic Tanks ka-)--Capacities - 150% of flow, water table, tees, depth of tees, access, pumping„ (b) Cleanout 10' from cellar wall or inground swimming pool 25' from subsurface drains North Andover Subsurface disposal system check list - Page 2 r J Reg.10.2 Reg.10.4 Reg.11 .2 Reg.11 .4 Reg.11 .1 C 'Reg.11 .11 Reg. 15.1 Reg. 15.1 Reg. 15.4 Reg. 15.8 Reg. 3.7 Reg.14.1 Reg.14.3 Reg.14.4 14.5 Reg.14.6 Reg.14.7 Reg.14.1C Reg. 9.1 Reg. 9.6 ailJOKI Distribution Boxes lope greater than .0.08 b Sump Leaching Pits Leaching pits are preferred where the installation is possible (a) Calculations of leaching area (minimum 500 S.F.) (b) Spacing ( c Surface drainage 2% d Cover material 2 SSPias% P A 1_11/. Leaching Fields / ka) iv2Greater than 20 minutes/inch -(b) Area (minimum 900 S.F.) ka') Construction of field Surface drainage 2% _Le) 20' from -cellar wall or inground swimming -pool Leaching Trenches (a) Calculations of leaching area (min. 500 S.F.) (b) Spacing (4 ft. min. 6 ft. with reserve between) (c) Dimensions (d) Construction (e) Stone (f) Surface drainage 2% Downhill Sloue Slope y/x = (to be shown) b) y/x X 150 = (to be shown) PUMP,'3 (a) Approval (b) Stand-by power SOIL PMFILE & PERCOLATION TEST DATA t Town/City K36 , A�Q, No.&Street Q(._.� � PIC LAdF Lot No. 3 Loc./Subdiv. 1 �-j jq� C.(20S5106Plan Owner Investigator J $ATZ6AG-A-t-LCA ObserverU(�, CuS441t�,1Cj'FC. GSL((�JAS SOIL PROFILES -DATE 51,1817-7 4�cflq(-ja ?' Elev. = Elev. Elev. 0 i 0 0 1 1 1 2 �aP 2 � Q 3 3 19 7 A 0 M M 7 M M 7 3 _ 4 5 6 7 8 9 iu t I 10 10 I 10 I Benchmark 1l Location Elevation Datum Percolation Tests -Date Pit Number 1 2 3 4 5 Start Saturation Soak -Mins. Start Test -Time Drop of 3 "-Time Drop of 611 -Time Mins.lst 3"Dro S M Loi-' �r- 3 . '33 t'. E,g• T EST Q ►T Ntes & Sketches on Back Frank C: Gelinas & Associates, North And. G�rx t�-r y • i �