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Miscellaneous - 857 CHESTNUT STREET 4/30/2018 (2)
N i North Andover Board of Assessors Public Access ti yaRYy Ort.r.�^ i1'o o w. 4 S� �&sn[Hu gS• Return to the Home page click on logo New Search Sales Summary Residence Detached Structure Condo Commercial Comparable Sales % Page 1 of 1 Town of North A k over Roard of Assessors Property Record Card n ----I T71. 11 n/1 A"7 r, An1H Alin" A n_.v._.._.ti .. ALYLL ♦ Location: 857 CHESTNUT STREET Owner Name: CRABTREE, STEVEN JEAN CRABTREE Owner Address: 857 CHESTNUT STREET City: NORTH ANDOVER State: MA ZIP: 01845 Neighborhood: 6 - 6 Land Area: 1.03 acres Use Code: 101- SNGL-FAM-RES Total Finished Area: 3327 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 606,100 584,100 Building Value: 375,000 374,000 Land Value: 231,100 210,100 Market Land Value: 231,100 Chapter Land Value: LATEST SALE Sale Price: 197,000 Sale Date: 11/11/1992 Arms Length Sale Code: Y -YES -VALID Grantor: CRABTREE, THOMAS Cert Doc: Book: 03591 Page: 0300 TOWN OF NORTH ANDOVER t NORT{{ Office of COMMUNITY DEVELOPMENT AND SERVICES or�`+�L�' HEALTH DEPARTMENT I' 400 OSGOOD STREET c�- NORTH ANDOVER, MASSACHUSETTS 01845 'ss^C►wst` 978.688.9540 — Phone Susan Y. Sawyer, REHS/RS 978.688.8476 — FAX Public Health Director E-MAIL: healthdeptatownofnorthandover.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; ( ) repaired; by (Print Name) located at (Installation Address) was installed in conformance with the North Andover Board of Health approved plan, originally dated 2! and last Revised on 3 , 7_00 (o , with a design flow of j�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: S a 7 Final inspection date: Installer: And - Print Name C c' Engin er Representative (Signature) .Ds r fes. And Jrint Name _i�;C-),) Ennggin e iRepresentative (Signature) JFK 1G••'-+ C 0-3 -7 5Z�`a2 And - Print Name (Signature) Date: 1110l'x Engineer: (Signature) �2 And - Print N e Date: (�,'i-f/ a7 AS -BUILT CHECKLIST LOT NUMBER, STREET NAME ASSESSORS MAP & PARCEL NUMBER LOT LINES & LOCATION OF DWELLINGS LOCATIONS & DIMENSIONS OF SYSTEM, TIES TO LOT LINES & DWELLING, WELLS a. FROM SEPTIC TANK b. FROM LEACH AREA LOCATIONS OF DEEP HOLES & PERC TESTS ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION LOCATIONS OF WELLS, DRAINS, WATERCOURSES WITHIN 150' OF SYSTEM LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK & D -BOX ORIGINAL STAMP & SIGNATURE IMPERVIOUS AREAS - DRIVEWAYS, ETC. NORTH ARROW LOCATION & ELEVATIONS OF BENCHMARK USED er t10RTH O�SSbEO 16 q.r� 0 O I A► O9_ CO[NICNI Kw _ 1' PUBLIC HEALTH DEPARTMENT (ommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 857 Chestnut St. MAP: 107C LOT: 27 INSTALLER: Arco Installers (Tom Sawyer) DESIGNER: New England Engineering PLAN DATE: Aug. 21, 2006 and rev. thru Dec. 12, 2006 BOH APPROVAL DATE ON PLAN: Dec. 15, 2006 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: June 8, 2007 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ❑ Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: The existing septic tank had not been abandoned as of June 8, 2007. 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 fox 978.688.8476 Web www.townofoorthandover.com r • u�ii" 0-7ii(�i PUMP CHAMBER F tAORTH q OIs' �% OL O A� `y n ey O.O Co[MI[14 WlLw _ 1' 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 ❑ 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: Monolithic tank should be water tight. There was only enough water in tank to verify pump operation not water tightness on June 8, 2007. 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com IF TFC `lLANG PUBLIC HEALTH DEPARTMENT Community Development Division DISTRIBUTION -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: Speed levelers were discussed with the installer. Speed levelers were installed at the installer's discretion. The volume in the distribution box is adequate to accept the flow from the pump chamber without overflowing the box due to any restriction from the speed levelers. SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to 6 in into C soil Number of chambers per row 12 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 12 ® Number of rows (trenches) 10 ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan Comments: 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com V10RTH 0� �1%.E0 06 s 0 0 M 09_ PUBLIC HEALTH DEPARTMENT (ommunity Development Division CONTROL PANEL ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: In basement ❑ Rated for exterior if placed outside ® Alarm signal located inside Comments: SYSTEM ELEVATIONS *Note: For the building sewer out and the septic tank in, elevations are recorded as; 1) = New construction of the pool "cabana" 2) = Existing pipe from the dwelling 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com INVERT INFIELD PLAN INVERT ELEV. Building Sewer OUT *1) 96.02 2 95.23 1 95.31 2 94.46 Septic Tank IN *1 94.66 2 94.54 94.50 Septic Tank OUT 94.27 94.25 Pump Chamber IN 94.18 94.20 Pump Chamber OUT 93.99 93.95 Distribution Box IN 101.96 101.94 Distribution Box OUT 101.79 101.77 Lateral 1 INV 101.70 101.67 Lateral 2 INV 101.63 101.67 Lateral 3 INV 101.65 101.67 Lateral 4 INV 101.70 101.67 Lateral 5 INV 101.70 101.67 Lateral 6 INV 101.73 101.67 Lateral 7 INV 101.76 101.67 Lateral 8 INV 101.72 101.67 Lateral 9 INV 101.66 101.67 Lateral 10 INV 101.65 101.67 *Note: For the building sewer out and the septic tank in, elevations are recorded as; 1) = New construction of the pool "cabana" 2) = Existing pipe from the dwelling 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 1 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 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com 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 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) 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 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com 4 "°a,,, , Commonwealth of Massachusetts Map-Block-Lot ? ° 107.C- 0027 - p Board of Health Permit No North Andover ,BHP-2007-0123 _,...._,._..._.__ i P.I. _ _ _ FEE SsAcNosE�fi F.I. $250.00 Disposal Works Construction Permit ` Permission is hereby granted William T. Sawyer -..... 4 to (Repair) an Individual Sewage Disposal System. at No 857 CHESTNUT STREET - _............ ......_..._....... _........... __......... . ... ...... as shown on the application for Disposal Works Construction Permit No. BHP-2007-012 Dated May 18, 2007 Issued On: May-18-2007 ¢ : Board of Health 1 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. rerun Application for Septic Disposal System Construction Permit -TOWN OF TNORTH ANDOVER, MA 01845 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 - What? A. Facility Information Address or Lot # til• ari—ver- City/Town TODAY'S DATE �9_—F-_U�pair $125.00 - Component TOWN OF NORTH ANDOVER 2.- *TYPE OF SEPTIC SYSTEM*: I HEALIH DEPARTMENT Pump ❑ Gravity (choose one) ***If pump system, attach copy of electrical permit to application*** ❑ Conventional System (pipe and stone system) ❑ Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system. ❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement) ❑ Pressure Dosed (D -Box Present) S.A.S. 2. Owner Information sTeo e,j c ra 6 Trte Name 10S0� cl, e S -� r4a T Sr. Address (if different from �b_ove) Jul 8J2 Ma • 6&L5 City/Town State Zip Code Telephone Number 3. Installer, Information (�I I I�avrl Z. SawJ trArco .i 'C.. Name Name of Company uS Address K j-nA ST71r� i • Com$ City/Town State Zip Code a. Designer Information ej OS5 o o 61 Name A NJpJL7-r City/Town 4 Telephone Number (Cell Phone # if possible please) ReeS Name of Company StateZip Code J2 -- c� 6 � Telephone Number (Best # to Reach) Application for Disposal System Construction Permit • Page 1 of 2 N°oTegtio __Application for Septic Disposal S.ystem �pConstruction Permit - TO`K1N OF TH ANDOVER, MA 0 PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: Residential Dwelling or ❑Commercial B. Agreement TODAY'S DATE $ 250.00 -Full Repair $125.00 - Comp&nent 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 oard of Health. Name Date icatiop Appro d y: ( oard o Health Repr sentati e) Name Date Application Disapproved for the following reasons: For Office Use Only: 1. Fee Attached. Yes No 2. Project Manager Obligation Form Attached. Yes v No 3. Pump System? If so, Attach copy ofElectrical Perini Yes No 4. Foundation As -Built. (new construction ronly): Yes No (Same scale as approved plan) 5. Floor Plans? (new construction only): Yes No Application for Disposal System Construction Permit • Page 2 of 2 1. F SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: g S �1 C�,eszr�tr i ST , (Address of septic system) Relative to the application of (6GtM 6-1 • Awq e( (Installer's name) Dated J l b-01 o ay s ate For plans by 2ej © -good (Engineer) And dated Aro 2l , ZOO (0 16 rlgin ate With revisions dated a - (1-0 b (Last revised date) I understand the following obligations for management of this project: 1. 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 manager, 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 reauesting an inspection. without completion of the items in accordance with Title 5 and the Board of Health Regulations may result in a $50.00 fine being levied against me and/or my compa%. a. Bottom of Bed — Generally, this is the first (1S) inspection unless there is a retaining wall, which should be done first. The installer must request the inspection but does not have to be present. b. Final Construction Inspection — Engineer must first do their inspection for elevations, ties, etc. As -built of verbal OK (or e-mail to: healthdept@townofnorthandover.com) from the engineer must be submitted to the Board of Health, after which installer calls for an inspection time. Installer must be present for this inspection. With a 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. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work (other than simple excavation) and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done 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 ofHealth 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 anv other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: `A -I- Sa `e r ame —Print) (Tod y's Date) (Name —Signed) �_ _ C✓arnmonweaCfiz a� y`%�aseac�twalfs Oflicia! Use Only a 1Je�arfncenl o�.}ira �ervicas FOccupancy ut No. BOARD OF FIRE PREVENTION REGULATION and Fee Checked S 1 1/99 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be per(ornied in accordance with the ttylassachusetts Clcctric l CadC (MCC), 527 CimR 12.00 (PLEASE PRINT IN INK OR TYPE.,ILL INFORL1,17ION) City or Town of: /J b /j,U coo (J -/L To the I11S1)eCtot' of I.1 u -es: By this application the urtriersigned gives nottcc o1 his or her inteatiou to perform tfte elcen heal work described below. Location (Street �c: Nuntber) j e h -s T n c.T T– Owner or Tenant e R /1 ,c3 TR ' Telephone t\o. Owner's Address Is this Pernik ill conjunction with n building perillit? Purpose of Building— Existing uildin — Existing Service rluips / Volts Ne:v Scrvicc Amps / Volts Number of Feeders and Anhpacity Yes ❑ No ❑ (Check Appropriate Box) Utility Authorization No. Ovenccud ❑ Undurd ❑ No. orMeters; Overhead ❑ undo -rd ❑ No. of Meters.' „ ,.,, .Location and tNaturc. of r_c osecl_Ele.Orical Work y /1' �. ie table ntaV be n•aived by the Date ........:... �^ ..iN o. o """" .. 1'FN TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that .............. has permission to perform .......... ...... c S. ........ wiring in the building of .................�zW, ............................... "!�.r'....... ST .. , North Andover, Mass. Fee ....�Lic. No....2U /7,.......... E crtucr►c, INSpacroR� Check # 3�19�1 7377 Generators 0 'tspcetor o1'1Vires. Total KVA KVA ,NO. of lrtnergency tg hung Battery Units FIRE ALS, Rj NIS JNo. of Zones No. of Detection and Initiating Devices �No. of Alerting Devices No. oC elf- ontauud I Detection/Alerting Devices Local ❑ tNJulhicip. Connection El Other Security Systems: No. of Devices or Equivalent Data Wiring: No. of DevieeS or E uivaletht 1clecommunications Winn;: No. of Devices or Equivalent esired, or as required by tire Inspector of Wires. rmance of electrical work may issue unless vera_;e or its substantial equivalent. The to the permit issuin, office. CHECK ONE: INSUR.,\NCE U 13OND ❑ OTHER ❑ (Specify:) Estimated Value of Electrical Work:' (When required by municipal policy.) (Expiration Date) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. I cerdf ', 1111110- the pains acrd lIellalties of perjujy, that the information on this application is tate and complete. FIFLNI NAi,IE: Buddy Electric Inc LIC.NO.: 12017:_.A Licensee: Vincent B. Landers' JR Signatur i LIC.NO. 23684 E (/(applicable, enter "evempt - in the license number line.) 13 us. Tel. NO,• 975---4-4-5 Address: ��l 0-n 4-- Pr 1\T Anr3�vPr Ma n1Ad9 s s` Alt. Tel. No.: OWNER'S I: iSU RAN' WAIVER: I am a%varc that the Licensee does not !rave the liability insurance covera`ae normally required by law. By my signature below, I hereby waive this requirement. I all, the (check one) ❑ owner ❑ owner's a,,ent. Owner/Aaeut Signature T'eiephuizc No. Pi:R:1fIT FLE: S DelleChiaie, Pamela From: Sawyer, Susan Sent: Tuesday, May 22, 2007 11:32 AM To: DelleChiaie, Pamela Subject: FW: 1627 Osgood Street fyi -----Original Message ----- From: Sawyer, Susan Sent: Tuesday, May 22, 2007 11:31 AM To: Dan Ottenheimer (E-mail) Subject: 1627 Osgood Street FYI I just completed the Bottom of Bed inspection at 1627 Osgood Street. Briscoe is the installer. This is their first in town. It turns out there were 2 building sewers (one from an addition) that come to a Y. He had not conferred with Ben as to what to do and just did his own thing. I warned him that he must always call his engineer before changing things and this may not be acceptable. I stopped by Ben's office and told him abut it. He was going to check it out to be sure that tying them together was not an option. Briscoe is used -teamworking in Groveland with Ed and is not familiar with your/our requirements. Just a heads up. Also just want you to know t t Cfiestnut Street a d 445 Forest Street are in BOB's to a as well. I guess the good Y 9 9 Y 9 weather is here. Time to get usy. Thanks Susan Page 1 of 1 DelleChiaie, Pamela From: Marianne Peters[mpeters@millriverconsulting.com] Sent: Friday, June 08, 2007 2:41 PM To: Dan Ottenheimer; 'Lisa Kozel LeVasseur; Marianne; Grant, Michele; DelleChiaie, Pamela; Sawyer, Susan Subject: 857 Chestnut Inspection will be done today Final inspection for 857 is being done @ 3:30 today. Marianne Peters Mill River Consulting 2 Blackburn Center Gloucester, MA 01930 978-282-0014 ph 978-282-0012 N www. millriverconsulting.corn 6/11/2007 Page 1 of 1 Pamela DelleChiaie From: Mill River Consulting[rburley@millriverconsulting.com] Sent: Friday, June 15, 2007 2:36 PM To: DelleChiaie, Pamela; Marianne Peter; Sawyer, Susan Subject: Construction Inspection 857 Chestnut St. Good Day, Please find attached the construction inspection for 857 Chestnut St. The installation was as per the plan and I found no discrepancies or issues. Please feel free to contact me with any questions. 978-282-0014 Randy Burley Mill River Consulting 6/25/2007 z . NEw ENGLAm ENGINEERING SERVICES, INC. 1600 Osgood Street Building 20 Suite 2-64 North Andover, MA 01845 '1e1: (978) 686-1768 9 Fax: (978) 327-6138 Mrs. Susan Sawyer North Andover Board of Health 1600 Osgood Street North Andover, MA 01845 Re: 857 Chestnut Street, No Andover, MA Septic System Design Dear Ms. Sawyer, August 21, 2006 Project # 1254 IF - RECEIVED AUG 2 8 2V46 TOWN OF N("-,?_ HEALTH The following plans and enclosures for the above referenced property are being submitted for approval. 1. (5) Copies of the Septic System Design Plans 2. (2) Copies of the Form 11 Soil Evaluator Sheets 3. (2) Copies of the Form 12 Percolation Test 4. (1) Copy of the Septic Plan Submittal Form 5. Check for Plan review fee. If you have any comments or questions please do not hesitate to contact this office. Sincerely, Berl Brown Office Manager ` Commonwealth of -Massachusetts City/Town of NoN h 4r )Uer = Percolation Test Form 12 M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. ImpoWhen 11in A. Site Information When fil►ing out forms on the computer, use Steve Crabtree only the tab key Owner Name to move your 857 Chestnut Street cursor - ao not Street Address or Lot # use the return key. No. Andover MA 01845 �` City/Town State Zip Code Contact Person (if different from Owner) Telephone Number B. Test Results Date Time Date Time PT06-1 PT 06-2 Observation Hole # t5form12.doc• 06/03 Pere Test - Page 1 of 1 22'718" 28'715" Depth of Perc 10:35 10:38 Start Pre -Soak 10:50 11:13 End Pre -Soak 10:50 11:13 Time at 12" 11:36 12:36 Time at 9" 12:54 12:36 Time at 6" 78 Minutes 104 Minutes Time (9"-6") 30 Min/inch 40 Min/Inch Rate (Min./Inch) Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Benjamin C. Osgood Jr., P.E. Test Performed By: Randy Burley, Mill River Consulting Witnessed By: Comments: t5form12.doc• 06/03 Pere Test - Page 1 of 1 o s � a) ul� > 0 `o E ca _o a) (n (d 72 T > iB O } a C N L � a_ V) W O ❑ .n O E t O c E 0 ice+ C .0 ? (� U LL M LL 3a 0 E a 2 ca U C O .7� U CL N N Z 70 Cl) ❑ ❑ o O z z ❑❑ ON ❑ ❑ z z ❑ N U) 10) cu m Z IQ Z a a CIL m CL c9 m � m L^^OL Q LL c >, C m > c N M V) c o U) m a c c o @ N z m Q C a� 0 O m a- m O Q _N N m 3 U) C O 0 N E LO y Lo N N Q w :n m 0 E O LL CL w 0 C�• 0 c O cl. 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N _� O u L Al u a� O � O 0 L m 0 O L Y c r. co C � O �U �o 0 -CO a C_ o O Q) m a) .0 E U 0 U) - � N U) Q E ' m o >� j U L � m Q W \ O p, O '4) m •� T LLQ C Q (D Q U) x `n � ca C V O > Q N °N ° 0_ -0 x Q) 'a p > a Q� cv � � O O c � •� m x O L Y L 0 3 c � N .� _ C 0 O O U o O Q) m L E Y W U) - � N U) Q E ' m o >� m � m Q W z _ p, O c 0, T U m (D Q U) M v m 0 m m W 0 0 N E m z N_ E 0 L - t6 0 0 0 CL a 0 L (0 c O Q 0 - CIO a� O L U) 0 E O U) L i-- QI O z 0 O a� m O 0 - Ln Ln D N m N Q) U) O O W (1) w' �a 0 U) E 0 U- CL w 0 0 r Q) 0) M 0 0 0- U3 N co Q w f0 U) 'o E 0 U. a w 0 N 0 Q N cl 3 CD a� O I- 0 0 4- i CD E N N d N V1 L. Q �C V1 N 5 E 0 � � E 0 E E t>N ,o o U U LL t y N 0 c� N [ PE�M1 0 r Q) 0) M 0 0 0- U3 N co Q w f0 U) 'o E 0 U. a w 0 A Health Department September 26, 2006 Benjamin Osgood, P.E. New England Engineering Services, Inc. 1600 Osgood Street, Building 20; Suite 2-64 North Andover, MA 01845 Re: Wastewater Treatment and Dispersal System Plan for 857 Chestnut Street, Map 107C, Lot 27 Dear Mr. Osgood: The proposed wastewater system design plans for the above site dated August 21, 2006 has been reviewed. Unfortunately, they cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. Trenches are to be used as the soil absorption system mechanism whenever possible. Please use trenches in this instance or explain why they cannot be utilized. (240) 2. An effluent filter is required prior to using the pump to disperse the effluent to the soil absorption system. Please indicate the brand and model to be used. Additionally, all effluent filters approved for use in Massachusetts require the access port above to have a manhole brought to grade. Please also indicate the required annual maintenance so the property owner can be apprised (227 & 23 1) 3. It appears the primary (septic) tank and pump chamber will have the inlet and outlet connections located within 12" of seasonal high water table. Please adjust accordingly. (227) 4. There appears to be some confusion regarding the calculations utilized for the soil absorption system. One section indicates the Long Term Acceptance Rate for the soil is 0.25, while the calculations were made using 0.33. Please explain this discrepancy or adjust the design plan accordingly Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerel Susan Y. Sawyer, REHS/ Public Health Director cc: Owner File 1600 Osgood Street HEALTH DEPARTMENT Building 20; Suite 2-36 E -Mail: healthdept@townofnorthandover.com North Andover, MA 01845 Phone: 978.688.9540 Page 1 of 1 Fax: 978.688.8476 I., Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer [info@millriverconsulting.com] Sent: Tuesday, September 26, 2006 2:51 PM To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: Plan review 857 Chestnut Street Plan disapproval for 857 Chestnut Street is attached. Let me know if there are any questions. Dan Daniel Ottenheimer, President Mill River Consulting, Inc. On -Site Wastewater Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com danog illri_v_erconsulting.com 9/26/2006 TOWN OF NORTH ANDOVER ,►ORTh Office of COMMUNITY DEVELOPMENT AND SERVICES OE 7 3 �st�.o, r , • O Wo HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 �'Ss4C,,, s� 978.688.9540 — Phone978.688.8476— Susan Y. Sawyer, REHS/RS FAX Public Health Director E-MAIL: healthdept@townofnorthandover.com WEBSITE: hgp://www.townofhorthandover.com SEPTIC PLAN SUBMITTAL FORM a OCT 1 2 2006 Date of Submission: C 1T�00 �o LTaF NORTH A1. TH DEp, NDOVER Site Location: $ S� �,,�)� ��f p , fiwdo Uc,/ 4RTM�NT Engineer: jA I A All i illOS Gb� T New Plans? Yes $225/Plan Check # (includes I" submission and one re- review only) Revised Plans? Yes $75/Plan Check # Site Evaluation Forms Included? Yes No Local Upgrade Form Included? Yes No Telephone #: E-mail: Homeowner Name: OFFICE USE ONLY Fax #: When the submiss' n is complete (including check): ➢ Date stamp plans and letter A/ ➢ it Complete and attach Receipt P p ➢ —/Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database NEw ENGLAND ENGINE EMG SERVICES, INC. 1600 Osgood Street Building 20 Suite 2-64 North Andover, MA 01845 "del: (978) 686-1768 • Fax: (978) 327-6138 Benjamin C. Osgood, Jr., P.E. President Susan Sawyer North Andover Board of Health 1600 Osgood Street North Andover, MA 01845 Re: 857 Chestnut Street, North Andover Revised plans Dear Susan: October 9, 2006 OCT 12 2000 ;: HEAL i H DEPARTMENT Enclosed are revised septic system design plans for the above referenced property. The following changes have been made to address the comments in your letter dated September 26, 2006. 1. Trenches were not used in this instance for several reasons. The primary reason being that if trenches were used the system area with reserve trenches between the primary trenches would be 33 feet X 146 feet in lieu of the 33 feet X 48 feet which is designed. In addition to adding tremendous cost to an already expensive system this enlarged area would extend in to the area of the yard which is used by the owner and would also become an eyesore. As the system is designed now it will be hidden behind the pool and once landscaping is added will not be seen from the street. In addition, there is a proposed project located directly across the street which would be connected to municipal sewer. It does not make sense to pay the additional cost of providing trenches if a sewer line may come available in the next few years. 2. The plan has been revised to include an effluent filter and a cover at grade over the filter. 3. The tanks have been raised so that the inlets and outlets are more than 12" above the water table. 4. The discrepancy in the design loading rate was stated in two locations, one of which was in error. The error has been corrected and the correct loading rate of 0.25 gallons per square foot has been noted on the plans. If you have any questions, or need additional information, please do not hesitate to contact this office. Sincerely, C 0I Benjamin C. Osgood, Jr., P.E. President l t7v- - - 1 �� V `sem � l �-. " � � �"�- LS�i.�, v`L Li fQ X - ✓L TOWN OF NORTH ANDOti'ERaTh Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH ;DEPARTMENT 1.600 OSGOOD STREET; BIALDI NG 20• SUITE 2-36 NORTH: A.NDOVE:R., .M.A.SSAMUSETTS 0.1845 Susan Y. Sawyer, .REHS/RS Public Health Director SEPTIC PLAN SUBMITTAL FORM 978.688.9540 — Phone 978.688.8476— FAX E-MAIL: llcalthdet)tia)!townofnorttiandover. com WEBSITE: http:''wtivw.towciofnorthandover.coin Date of Submission: aw, Site Location: 2 Jt No. An�otei Engineer: I - fr New Plans? Yes $225/Plan Check #(includes 1" submission and one re- review only) Revised Plans?Yes V $75/Plan Check # Site Evaluation Forms Included? Local Upgrade Form Included? Telephone #: E-mail: Yes No Yes No Homeowner erav_ruo Name: ��Ued( OFFICE USE ONLY Fax #: When the submission is complete (including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database NEw ENGLANDENGINEERING SERVICES, INC. 1600 Osgood Street Building 20 Suite 2-64 North Andover, MA 01845 Ibl: (978) 686-1768 • Fax: (978) 327-6138 Mrs. Susan Sawyer North Andover Board of Health 1600 Osgood Street North Andover, MA 01845 Re: 857 Chestnut Street North Andover, MA Septic System Design Re -Submittal Dear Mrs. Sawyer, December 14, 2006 Project # 1254 The following plans for the above referenced property are being re -submitted for approval. The tanks were relocated to accommodate a sewer service from the new cabana. If you have any comments or questions please do not hesitate to contact this office. Sincerely, C C. good, ! enjamin Jr. P.E. President ai►2 �� � �� _ .. � e OL O `T O'D_ COCMICX�YVKY _ 7' �/ PUBLIC HEALTH DEPARTMENT Community Development Division October 17, 2006 Steven Crabtree 857 Chestnut Street North Andover, MA 01845 RE: Septic System Design, 857 Chestnut Street, North Andover, Map 107C , Lot 27 Dear Homeowner, The North Andover Board of Health has completed the review of the septic system design plan for the above referenced property, submitted on your behalf by New England Engineering Services Inc., dated, August 21, 2006, last revision date October 3, 2006 and received October 12, 2006. The design has been approved for use in the construction of an onsite septic system. The 5 - bedroom (11 -room maximum) design has been approved for use in the construction of a fully compliant, Title V, subsurface disposal system. This approval is valid for two years from the date of the approval in accordance with current local regulations and during this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. This approval is subject to the following conditions: 1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit. 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe or imply compliance with any of the aforementioned requirement Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you may have. WO Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Steve Crabtree 857 Chestnut street North Andover, MA 01845 December 20, 2006 Susan Sawyer, Administrator North Andover Board of Health 1600 Osgood Street North Andover, MA 01845 Re: 857 Chestnut Street Dear Susan: This letter is being written in regards to the proposed construction of a cabana at my property referenced above. I understand that the construction of this cabana and the associated bathroom facilities requires that I install a new subsurface sewage disposal system, the plans for which have been approved. I hereby agree as a condition of issuance of a building permit that the cabana will not be occupied until the subsurface sewage disposal system has been constructed. I further agree that construction of the septic system will commence prior to June 1, 2006 and will be completed no later than July 1, 2006. If you have any questions or need additional information please do not hesitate to contact this office. Sincerely, ""A �/Z�-� Steven Crabtree TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01945 Susan Y. Sawyer, REHS,'RS Public Health Director APPLICATION FOR SOIL TESTS 978.688.9546 — Phone LTOW,,,< 978.688.8476 —PAX Ht/1� -. healthdgt@townofnorthandover.com www.townofnorthandover.com DATE: O MAP & PARCEL: LOCATION OF SOIL TESTS: OWNER: J kye (ra- bfree, Contact #:. alv - J6-7. r--2-1 APPLICANT: t2� Contact #: ADDRESS: tqS—'7 6'� S f'rIot 'Wee- luo . Aclotel- ENGINEER • �S Contact #: 2k ) /a h, f� l CERTIFIED SOIL EVALUATOR: Rp, C. 6 Wd �. P. E Intended Use of Land: Residential Subdivision Single Family Home Commercial Is This: Repair Testing: / p g \/` Undeveloped Lot Testing: Upgrade for Addition: In the Lake 'Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership (Tax bill, or letter from owner permitting test) ➢ &5"x M"Plot plan &;Location of Testing (please indicate test pit sites on the plan) ➢ Fee of $425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $360.00 per lot for repairs or upgrades. GENERAL INFORMATION ➢ Only Certified Soil Evaluators may perform deep hole inspections. ➢ Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. ➢ At least two deep holes and two percolation tests are required for each septic system disposal area. ➢ Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. ➢ Full payment will be required for all additional tests within two weeks of testing. ➢ Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). ➢ Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval Date: (J Signature of Conservation Age Date back to Health Department: (stamp in):7 O' r WC; �/IVL Q l O `[ C5 M 9 rn v N/p 0 �m x 0 M m T �\ , sys�� U Q 192. pe. ° 9"30 30 jy CliEST NUT STR EET N Vcaf M m UU' In co li .t ItW O m N O O IS L� I DelleChiaie, Pamela ;0- ^From: From: DelleChiaie, Pamela Sent: Monday, July 10, 2006 4:14 PM To: Osgood Ben (E-mail) Subject: FW: 857 Chestnut Street Importance: High Hi Ben, The test pits are 5 years old. Therefore, we would need new test pits and a new plan to be submitted. If you wish to appear before the Board, the next meeting is Thursday, August 3rd. Pamela -----Original Message ----- From: DelleChiaie, Pamela Sent: Friday, June 23, 2006 11:23 AM To: Sawyer, Susan Subject: 857 Chestnut Street Hi Susan, Ben stopped by. He pulled a DWC permit on this effective 12/16/04, but never worked on it as the h/o changed their mind. The plan was approved on 4/1/03 by Sandy, therefore, two years have passed. In essence, what does he need to do to "reactivate" the approval of the plan/DWC permit? Is it necessary to start the whole process over again? Folder is in your septic slot. Thanks. 8¢S!R¢gwad8, pA�w¢eA n¢ee¢ea>A�¢ Health Department Assistant Town of North Andover 1600 Osgood Street Building 20, Suite 2-36 North Andover, MA o1845 978.688.9540 - Phone 978.688.8476 - Fax http://www.townofnorthandover.com healthdept@townofnorthandover.com Page 1 of 1 DelleChiaie, Pamela From: Lisa LeVasseur [lisal@millriverconsulting.com] Sent: Friday, July 28, 2006 12:25 PM To: Sawyer, Susan; amcbrearty@miliriverconsulting.com; DelleChiaie, Pamela; dano@millriverconsulting.com Subject: Soils for 857 Chestnut Lisa LeVasseur Mill River Consulting Your Complete Source for Onsite Wastewater Management 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com 7/28/2006 Page 1 of 1 DelleChiaie, Pamela From: Marianne Peters [mpeters@millriverconsulting.com] Sent: Wednesday, July 19, 2006 3:59 PM To: Dan Ottenheimer; 'Lisa Kozel LeVasseur'; Marianne; Grant, Michele; DelleChiaie, Pamela; Sawyer, Susan Subject: Soil Testing; 857 Chestnut; July 24 Soil testing for 857 Chestnut Street is scheduled for July 24 with Ben Osgood; this will happen immediately after they're done at the previously -scheduled 45 Forest Street. Also, perc test for 35 Turtle Lane will be done at 9:00, also with Ben Osgood; site was too wet when previously gone out there. If you have any questions, please call. X Marianne Peters Mill River Consulting 2 Blackburn Center Gloucester, MA 01930 978-282-0014 ph 978-282-0012 fx 7/20/2006 ��� �� �� ��� �, � r � -� � � i a -i- co C:) C 7: _.. . L N Qof ..04�� LU *-U O Q u J � �� i co C:) C 7: _.. . W N Qof ..04�� LU *-U O Q c� � �� S� W O.j Z w �S O I- i V �wf 0 0 0 0 o 2' W •�, F - CL W V-4 p o V v z� Lu L.Li LL z Q O F- 32 y� b pL Applican Town of North Andover, Massachusetts Form No. 1 BOARD OF HEALTH APPLICATION FOR SITE TESTING/INSPECTION A97�eG-- ADDRESS Site Location Engineer Test/Inspection Date and Time U a '6a F CHAI RMA , BOARD OF HEALTH Fee Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. E Town of North Andover, Massachusetts Form No. 2 MORTN BOARD OF HEALTH Applican Town of North Andover, Massachusetts Form No. 1 BOARD OF HEALTH APPLICATION FOR SITE TESTING/INSPECTION A97�eG-- ADDRESS Site Location Engineer Test/Inspection Date and Time U a '6a F CHAI RMA , BOARD OF HEALTH Fee Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. E Applican t_`�u'��`���° �'� -2-e-� Test No. Site Location C7` z Reference Plans and Specs. Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. _ CHAIRMAN, BOARD OF HEALTH Fee :R0 - Site System Permit No. I,-Ql-3 Town of North Andover, Massachusetts Form No. 2 MORTN BOARD OF HEALTH F F � s DESIGN APPROVAL FOR ss"C"°S`t SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applican t_`�u'��`���° �'� -2-e-� Test No. Site Location C7` z Reference Plans and Specs. Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. _ CHAIRMAN, BOARD OF HEALTH Fee :R0 - Site System Permit No. I,-Ql-3 4i TOWN OF NORTH ANDOVER f NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT p 400 OSGOOD STREETS .NORTH ANDOVER, MASSACHUSETTS 01845 978.688.9540 — Phone Susan Y. Sawyer, REHS/RS 978.688.9542 — FAX Public Health Director healthdept townofnorthandover.com - e-mail www.townofnorthandover.com - website APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: LOCATION: C s v, , 5-1-2c r DEC 16 2004 TOWN Or NCJ i ANDOVER run 11,..-_ _. .. LICENSED INSTALLER NAME: i�j_ � w -,,,k r 0 sem, 6)0 '0_ j •L PLEASE PRINT 1.11 SIGNATURE:.-"% C D TELEPHONE# 9 75 - C c9G --17 6 6 CHECK ONE: FULL SYSTEM REPAIR: �I1 S ($250) COMPONENT REPAIR (indicate what parts): * NEW CONSTRUCTION: * If NEW CONSTRUCTION, please attach the Foundation As -Built Plan. $250.00 or $125 Fee Attached? Yes No Project Manager Obligation From Attached? Yes t,,-- No Foundation As -Built? Yes No Floor Plans? Yes No Approval of Health Agent. Date: ($125) e INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction of the septic system for the property at 8S__? (f G,e= � -k relative to the application of : -t&,e,. CY-�,��Ldated for plans by W9 n��Q l and dated with revisions dated Z O 3 Y I understand the following obligations for management of this project: 1. 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 frrst,,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. 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. Undersigned Licensed Septic Installer Date: Disposal Works Construction Permit # L9j U01 "Silice 1934" Crushed map ,Rock & Sand FM&Loam OFFICE & PLANT 900 SALEM STREET - P.O. BOX 454 NORTH WILMINGTON, MA 01887 TEL. (978) 658.4762 • FAX (978) 658.8928 Soil Description: Screened TITLE 5 Septic Sand Soil Location; Upper N.H. Test Date, October 26, 2006 Mesh "-A&IL nF-wLUvu (gm) (-:emulative Weight Percent Betaine 3 Percent Passing (gm) (1 ) (m) 1 5" 1„ 3/ ,. 3/8" 0 0 0 100.00 #4 36 36 4.62 95.38 #8 48 84 10.79 89.21 #16 104 188 24.16 77.84 #30 240 428 55.01 44.99 #50 206 634 81.49 18.51 #100 110 744 95.62 4.38 #200 22 766 98.45 1.55 Pan 12 778 100.00 0 0 n N N_ co co LO O O S N JNISSdd 90biNDOH:Id BOARD OF HEALTH NORTH ANDOVER, MA 01845 978-688-9540 APPLICATION FOR SOIL TESTS DATE: 17A) 2 MAP & PARCEL: 2-\01 to, C- o az-r - 0000, o LOCATION OF SOIL TESTS: '66'7 CNEs i ny i si Q,Ec i OWNER: G rZA .?2—f 12 TEL. NO.: ADDRESS: e57 GAGS i n,5 -j 5 -ire-0 7 ENGINEER: A)FW TEL. NO.: !f7 °-- 686 /7 �g CERTIFIED SOIL EVALUATOR: J -Q -c K Intended Use of Land: Residential Subdivision Single Family Home Commercial Is This: Repair Testing: Undeveloped lot testing: In the Lake Cochichewick Watershed? Yes No K THE FOLLOWING MUST BE INCLUDED WITH THIS FORM 1. Proof of land ownership (Tax bill, or letter from owner permitting test) 2. Plot plan & Location of Testing 3. Fee of $425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $200.00 per lot for repairs or u rades. (If time is not critical, fee for repairs is $75.00) GENERAL INFORMATION I. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval: Date Received: Check Amount: � �� Check Date: ,00,5z = x M#g4loll A/lu G'1 tN J { t P CIA OC A CA i -10>I. --' - - - IM O i N= S. TIME .!. I R.. 7 i. 0VE=IN- IC- - TIME P -V la dr. 15 MUM a5i ------------- I I ISI = , I ilV!: .^. 74' E SEPTIC PLAN SUBMITTALS LOCATION: 057 C I-fFS7/Jv7 .40-122 i Map & Parcel NEW PLANS: YES $225.00/Plan Check #: S 7,L1 6e REVISED PLANS: YES $ 60.00/Plan Check #: SITE EVALUATION FORMS INCLUDED:YES NO LOCAL UPGRADE FORM INCLUDED: YES NO DATE: Z 1 g f Q?:t DATE TO CONSULTANT: DESIGN ENGINEER: MEw Cry( iWi) oukry Er Telephone #: 978 -66& j7E 0 When the submission is complete (including check), date stamp plans, COPY for Conservation, and place in existing file with green Design Approval form. FEB 2 1 2003 NEW ENGLAND ENGINEERING SERVICES INC February 19, 2043 Sandra Starr, Administrator North Andover Health Department .� Town Hall Annex 27 Charles Street FB2 1 M North Andover, MA 01845 Re: 857 Chestnut Street, North Andover, Septic system design Dear Sandra: Sandra: Enclosed are the following documents for the above referenced property. 1. 5 copies of septic system design plans, one with an original stamp. 2. Application for approval and required fee. 3. Copy of soil evaluator sheets. This plan is being submitted for approval. If you have any questions regarding the information submitted, please do not hesitate to contact this office. Sincerely, /� Benjamm C. Osgood, r., EIT President 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 Ale No. / FORM 11 - SOIL EVALUATOR FORM Page I of 3 Commonwealth of Massachusetts Date: 11111ap '2,— Or No - W14pve� , Massachusetts Soil SuitabiW- Assessment for On-site Sewage Dismal Performed By: - ....... ... Date: Witnessed By: . . . .... ......... ......... . . .... ............... .. .. ...... Location Address oru'-�M4, Address, and7— Dwrxr's Nam, � a© C' e Lot Telephorx I v7 vewconstruction El Repair 19 1 974 '0;3 Z4*1 Office Review Published Soil Survey Available: No ❑ Yes R1 Year Published .... Publication Scale Soil Map Unit Drainage Class ............. G�G4 ... Soil Limitations Surficial Geologic Report Available: No EX Yes ❑ Year Published Publication Scale GeologicMaterial (Map Unit) . ................................ .............................................................. ............ Landform.................................... .... ................. ........................ I ........... I .................................. ....... . Flood Insurance Rate Map: Above 500 year flood boundary No E]Yes X Within 500 year flood boundary No 0Yes R Within 100 year flood boundary No E]Yes El Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month A/0,P0#/-A0Z, Range :Above Normal ONormal 013ekwNormal ❑ Other References Reviewed: WDET APPROVED FORM - I V07/95 FORM 11 - SOIL EVALUATOR FORN1 Page 2 of 3 Location Address or Lot No. 4-57-,vet7- ? AA9 ".//v - On-site Review Deep Hole Number / Date. �� Time: 9 Weather �,� �© Location (i tify on site plan} 4....' .::.....:: ......:...... Land UserriZ>-'�/77?4/1 Slope (%} — Surface Stones Vegetation Landform Position on landscape (sketch on the back) Distances from: Open Water Body feet Drainage way ��¢ feet Possible Wet Area f04? feet Property Line feet Drinking Water WelL>/5-0 feet Other DEEP OBSERVATION HOLE 'LOG* Depth from Surface (Inches) Soil Horizon Soil Texture {USDA) Soil Color (Munsell) Soil Mottling Other (Structi,re, Stones, Boulders, Consistency, % Gravem - icy �5 a R .vim 7-Vk�W6 /4 ' MINIMUM OF Z NULLS htuumtu AI tvt--nT rnvrvow w— Parent Material (geologic) V &65%—. 7e DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: _ Weeping from Pit Face; Estimated Seasonal High Ground Water: DEP APPROVED FORK{ . 12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. �� �f/iy 7 ] On-site Review Deep Hole Number 2 Date: ��r vZ_ Time!9,� Weather -�� Location (iden ify on site plan) Land Use Slope M Surface Stones Vegetation Landform ZAK) Position on landscape (sketch on the back) Distances from: Open Water Body feet Drainage way feet Possible Wet Area ®� feet Property Line feet Drinking Water Well %/S^d feet Other DEEP OBSERVATION HOLE LOG* Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, % Gravel) IV � a 7- ' ' MINIMUM Lit- Huf_tb ntUUMId IAI r vrni r'nvrvacv viol Parent Material (geologic) L.nm/ 4--' DepthtoBedrock: Death to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: iaDEP APPROVED FO"1 • 11/07/95 FORM 11 - SOIL LVALUATOR FORM Page 3 of 3 Location Address or Lot No. 4 Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole ................... inches ❑ Depth weeping from side of observation hole ................ inches ® Depth to soil mottles ....::..!' inches ❑ Ground water adjustment ................... feet 21,E Index Well Number .................. Reading Date .................. Index well level ............. .. Adjustment factor ................... Adjusted ground water level ........................................................ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in areas observed throughout the area proposed for the soil absorption system. If not, what is the depth of naturally occurring pervious material? -- Certification I certify that on 9.� (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the requiedlraining, expertise and experience described in 310 CMR 15.017. Signature CA" Date DSP APPROVED FORM • 12(07195 E CHECKLIST FOR NORTH ANDOVER SEPTIC SYSTEM PLANS Job The following is a checklist that incorporates all Title 5 and local regulations for septic plans. Name of Applicant: � fec% eMbt/L PName of Designer: A%s - a Plan Date: a17)yCO Revision Date: Date of Review: 4� Property Address: 0�� t� S l /t !J Map: Lot: BOH Reviewer: Number of Bedrooms in Assessor's Records: Type of Plan (new or upgrade): �cJ gpd) Garbage Disposal Allowed: /Y(n General Information: N.A. = North Andover Septic Regulations Other numbers refer to Title 5 O-K/Problem N/A Street number and map/lot - 220(4)(u) Maximum scale of 1 "=40' for plot plan - 220(4) Maximum scale of 1 "=20' for profile and component details - 220(4) Legal boundaries of the facility being served - 220(4)(a) Names of abutters from recent tax map - NA 8.02j v` Number of bedrooms, design calcs., - NA 8.02i Name & address of record owner & applicant - NA 8.02k Name & address of designer - NA 8.021 Holder and location of all easements - 220(4)(b) Date plan drawn & any revision date - NA 8.02m All dwellings and buildings, existing and proposed - 220(4)(c) Location of all existing or proposed impervious areas - 220(4)(d) All distances on site plan — NA 8.03a -c Elevation of proposed driveway - NA 8.02t ci Location and elevation of foundation drain - NA 8.02y Location and dimensions of the system incl. reserve (new const.) - 220(4)(e) Limits of excavation of leach area on site plan - NA 8.02z Locus plan - 220(4)(t) (Not to scale) North arrow - 220(4)(g) Existing and proposed contours - 220(4)(g) Locations and logs of deep holes - 220(4)(h) v Locations and logs of percolation tests - 220(4)(i) Date(s) of soil testing - 220(4)(h) & (i) Existing grade elevation of each deep hole - 220(4)(h) �✓ Elevation of percolation tests — N.A. 8.02n Name of approving authority representative - 220(4)(h) & (i) X Name of soil evaluator - 220(4)0) Soil logs and perc test logs match BOH records Locations of waterlines,, drains, and subsurface utilities - 220(4)(m) Observed and adjusted g.w. elevation in the vicinity of the system - 220(4)(n) Complete profile of the system to scale - 220(4)(o), NA 8.02c Cross section of leaching facility - NA 8.02w (Not to scale) Location of benchmark(s) within 50-75 feet of facility - 220(4)(q) Note listing all variance requests.with proper citations - 220(4)(p) Local upgrade approval request form submitted - 403(1) A. Original R.S./P.E. stamp, signature &date - 220(1) & (2) .i P.E., discipline specified within stamp. MGL C. 1.12 s. 8 1 M sfc. supplies (w/in 400'), pub. wells (w/in 250'), pvt. wells (w/in 150') - 220(4)( Location of watercourses, wetlands, wells, etc. Win 150' of system – NA 8.02r Wetland disclaimer – NA 8.02s -/ RLS plan reference & certification required (prop line setbacks) - 220(3) Plan contains designer's certification statement Use approvals / standards checked for I/A system - DEP docs., Perc rate >30 MPI - not allowed for new, LUA for upgrade - 245(1)&('3) Perc rate > 60 MPI - must use modified tight tank or IIA technology - 245(4) Proposed system qualifies as "shared" system - 002 (definitions) Flow is over 2,000 gpd - No R.S. allowed - 220(1) Design flow was set in accordance with code - 203 - Existing system location and note on proper abandonment - 354 ✓ Leaching facility at least 1' above Base Flood elevation – NA 9.05 ✓ All piping Sch 40 minimum – NA 1.0.01 Basement floor minimum 1' above groundwater elevation – NA 5.04 ✓ Foundation drain present with elevation – NA 8.02y On-site Soil and Groundwater Review O Problem N/A Proper deep observation hole logs on plan - 220(4)(h) All deep holes and peres shown, including aborted tests – NA 8.02n —1 Soil evaluation forms submitted within 60 days of field work - 018(2) Proper percolation test log - 220(4)(i) Ample deep observation holes in primary disposal area (minimum 2) - 102(2) Ample deep observation holes in secondary disposal area (minimum 2) - 1.02(2) Ample perc testing (one in each disposal area, 3 in prim. > 2,000 gpd) - 104(4) ✓ Deep hole testing conducted within two years – NA 7.05 ground elevation el. acceptable soil el. Leach facilitv invert el. ground water el. refusal el. bottom of leach facility el. thickness of acceptable soil before & after soil R&R separation to groundwater separation to refusal soil class Hole Identification Numbers: I / 2 j �9 97 X0,7/& Z), /�- 2 pererate loading rate��" septic tank below g.w. table (yes or no) pump tank below g.w. table (yes or no) l.f in fill -255(l) Setback Distances (Given in feet) 15.21 1 3 3 YES DNO Is the lot in the Lake Cochiewick Watershed? NA 6.00 & 5.02 OK Problem N/A Septic Tank Leach Facility . Property line 10 10 Cellar wall 10 20 Inground pool 1.0 20 'f Slab foundation 10 10 Deck, on footings, etc. 5 10 Waterline 10 10 Private drinking well 75 100 t� Irrigation well 75 100 Wetlands 75 100 Public well 400 400 Wetlands bordering surface 150 150 water Supply or trib. (in Watershed) Trib. To Surface Water supply 325 325 Reservoirs 400 400 Tributaries to reservoirs 200 200 Drains (wat. supply/trib.) 50 100 Drains (intercept g.w.) 25 50 f' Foundation drains 10 20 Drains (Other) 5 10 2/ Drywells 20 25 Downhill slope 15' to 3:1 slope 3 3 w/o barrier Building Sewer OK Problem N✓ OK�Problem N/A Grease trap required for certain uses (check 230 for details) Pipe diameter listed (4" minimum) - 222(1) Pipe schedule listed - 222(3) Pipe cast iron or Sch 40 PVC — NA 11.02 ✓ Watertight joints specified - 222(3) & (4) Pipe laid on compact, fin base - 222(5) V1_ Pipe laid on continuous grade in straight line - 222(7)@ Cleanouts precede all changes in alignment and grade - 222(8) Cleanout provided every 100 feet - 222(8) ✓ Manhole at any 90 degree alignmec pt hVnge - 222(8) 7 Invert elevation at building: '`/ �f� ✓ Invert elevation at se .c tank: 04) +/ Length of run: I Slope: (minimum of 0.01 - 0.02 desired) - 222(6) L/ 10' offset to private well or suction line - 222(2) 4 Septic Tank OK�Problem N/A Tank is accessible - 228(3) No structures above tank — (228(3) ✓ Tank can accommodate both primary & reserve — NA 9.04 200% of flow (required & provided given. 1500 min.) - 220(4)(f) & 223)(1)(a) V1_ 2-3" drop from inlet to outlet - 227(5) Minimum of 4' liquid depth - 223(2) 3" air space above tees/baffles (minimum) - 227(4) 9"air space above flow line (minimum) - 227(4) Tees are not to be replaced by baffles - 227(1) 7 Tees extend 6" above flow line - 227(1) Inlet tee extends 10" below flow line (minimum) - 227(6) Outlet tee extends 14" below flow line (more for deeper tanks) - 227(6) Gas baffle installed on outlet - 227(4) Access manhole cover above center of tank & each tee (except 2 compart) / 228(2) 3-20" manholes -228(2) 1 childproof, 24" riser/manhole Win 6" of final grade if <1000gpd- 228(2) Inlet and outlet tees on center line - 227(1) Soil compaction below tank specified (if soil is non-native) - 22] (2) 6" of <=3/4"stone beneath tank specified - 221(2) & 22 8(l) / If > 1,000 gpd AND not a single fam. dwell. must be 2 tks or 2 comp. - 223(1)(b) t/ If plan specifies disposal must be 2 tanks in series or 2 compart. tank - 223(1)(c) Buoyancy calcs. required if tank.at or below water table - 221(8) Tank is watertight - 221 (1) 9" of cover over tank (minimum) - 228(1) H- 10 loading (min.) - H-20 if traffic - 226(3) Top of tank <=36" below grade - 221(7) All pumping to tank (if applies) in accordance with - 229 Tank is set to keep old system in service during install if possible 4 Tight Tank (Check here if not present: ✓ ) OK Problem N/A 500% of design flow or 2000 gallons provided — 260(2)(a) 3- 20" manholes — 228(2) Soil compaction below tank specified (if soil non-native) — 221(2) 6" of <=3/4" stone beneath tank specified — 221(2) & 228(1) Buoyancy calcs. Required if tank at or below water table — 221(8) Tank is watertight — 221(1) 9" of cover over tank specified (minimum) — 228(1) H-1.0 loading (min.) — H-20 if traffic — 226(3) Top of tank <= 36" below grade — 221(7) All pumping to tank (if applies) in accordance with — 229 AN alarm set at 3/5 tank capacity — 260(2)(c) Min. 1-24" frame w/cover at finished grade — 228(2)(f) Year round access for pumping — 228(2)(g) Distribution Box (Check here if not present: ) OK Problem N/A / Inlet elevation: /do7. D Outlet elevation: 141, 9'Q 1� 0.17' drop from inlet to outlet (minimum) - 232(3)(b) t/ 6" sump (minimum) - 232(3)(e) 7 All outlets at same elevation - 232(3)(b) VV� Outlet pipes laid level for first 2 ft. - 232(3)(c) Pipe Sch 40 - NA 10.01 J a Number of outlets: Number of laterals: Cy Size of outlets: 1/ Z' Inlet baffle/tee min. 1" over outlet invert for all d -boxes - 232(3)(a), Soil compaction below distribution box specified (if soil is non-native) - 221(2) 6" of stone beneath distribution box specified - 221(2) Box is watertight - 221 (1) Top of box <=36" below grade - 221(7) Buoyancy calculations required if box is at or below water table - 221(8) Pump Chamber (Check here if not present: ) OK Problem N/A Volume specified: / bbd 20(4)(r) Pump on elevation- 20(4)(r) Pump off elevation: 90 • 4,1 220(4)(r) Alarm on elevation: D • q 220(4)(r) Number of cycles per day - 220(4)(r) (also 254(1)(d) if gravity from d -box) Minimum 2" delivery line to d -box if gravity - 254(1)( c) Pressure dosed Lf. if flow >= 2,000 gpd - 254(l)(a) & 254(2)(a) Cycles per day is consistent with chamber volume - 23 1 Volume calculations include flowback volume - 2') 1(2) 5 D Leaching Facility (general - complete for all designs) OK Problem N/A l/ f V t� _k___ 50% larger if garbage disposal - 240(4) Trenches to be used whenever possible - 240(6) No vehicle or imperv. area above 11 unless unavoidable - 240(7); NA 13.02 Vented if under impervious cover - 241 (1) Vented through same pipes as distribution system - 241 (1)(a) Vent protected from precipitation/animal entry - 241 (1)(b) Vent is placed beyond traffic or impervious area - 24 1 (1)(c) All lines connected to vent if bed or trenches - 241(1)(d) 9" cover over peastone - 240(9) Reserve area provided (new construction) - 248(1) Reserve 4' from primary leach area – NA 9.04 4' (5' if perc rate <=2 MPI) separation to g.w. - 212(a) & (b) 4' (down to T with variance or I/A - upgrades only) of natural soil under l.f. GW separation is adjusted to highest existing grade if facility cuts into a hillside Pipe slope minimum of 0.005 - 251(9) Require 5' removal and replacement if in fill - 255(5) Top of leach facility <= 36" below grade - 221(7) Final grade over l.f. minimum 0.02 ft/ft -240(10) Surface & subsurface drainage away from l.f. - 240(1 1) & 245(5) Minimum design flow 440 gpd without deed restriction – NA 13.01. 3:1 slope where grading required - 255(2) Toe of fill slope stops 5' from property line or swale installed - 255(2) Impermeable barrier if < 3:1 slope or < 15 feet to –3:1 slope - 255(2) Impermeable barrier/retaining wall poured concrete – NA 9.02 Retaining wall stamped by P.E. - 255(2)(b) Top of retaining wall >= top of peastone elevation - 255(2)(f) 10' offset from edge of leach facility to edge of ret. wall - 255(2)(g) Pere test(s) done in most restrictive layer - 104(2) Pere test 4' below leaching elevation – NA 7.06 Design flow listed and required/provided leach area given - 220(4)(f) Leach pipes SCH40 PVC – NA 10.01 Leach pipes minimum 4" diameter except for dosed system – NA 14.04 24 hour storage capacity above pump on elevation - 23 ] (2) ✓ Number of pumps: 1— 2 if system serve >2 dwelling units - 231(6) ^� � ' TDH - 220 4 r Capacity of pump(s) - �!j";E�O gpm @ 1 %.()( ) Pump can pass 1 1/4 "solids (minimum) - 231(7) Pump controls specified - 220(4)(r) Alarm equipment specified - 231(2) t/ Alarm is in building and powered on separate circuit from pump - 2') 1(9) Pump sequence correct (off -lead on -lag on-alan-n on) - 231(8) Pump performance curves included - 220(4)(r) L7 Manual operating switch - NA 12.01 Check valve, bleeder hole - NA 12.01 1 childproof, 24" riser/manhole to final grade - 2'31(5), Soil compaction beneath pump chamber specified (if soil is non-native) - 221(2) 6"of <=3/4"stone beneath chmbr. specified - 221(2) & 228(1), Buoyancy calculations if chamber is at or below water table - 221(8)@ 9" of cover over chamber (minimum) - 228(1) H- 1.0 loading (min.) - H-20 if traffic - 226(')), -� Chamber is watertight - 221 (1) w Top of chamber <=36" below grade - 221(7) Leaching Facility (general - complete for all designs) OK Problem N/A l/ f V t� _k___ 50% larger if garbage disposal - 240(4) Trenches to be used whenever possible - 240(6) No vehicle or imperv. area above 11 unless unavoidable - 240(7); NA 13.02 Vented if under impervious cover - 241 (1) Vented through same pipes as distribution system - 241 (1)(a) Vent protected from precipitation/animal entry - 241 (1)(b) Vent is placed beyond traffic or impervious area - 24 1 (1)(c) All lines connected to vent if bed or trenches - 241(1)(d) 9" cover over peastone - 240(9) Reserve area provided (new construction) - 248(1) Reserve 4' from primary leach area – NA 9.04 4' (5' if perc rate <=2 MPI) separation to g.w. - 212(a) & (b) 4' (down to T with variance or I/A - upgrades only) of natural soil under l.f. GW separation is adjusted to highest existing grade if facility cuts into a hillside Pipe slope minimum of 0.005 - 251(9) Require 5' removal and replacement if in fill - 255(5) Top of leach facility <= 36" below grade - 221(7) Final grade over l.f. minimum 0.02 ft/ft -240(10) Surface & subsurface drainage away from l.f. - 240(1 1) & 245(5) Minimum design flow 440 gpd without deed restriction – NA 13.01. 3:1 slope where grading required - 255(2) Toe of fill slope stops 5' from property line or swale installed - 255(2) Impermeable barrier if < 3:1 slope or < 15 feet to –3:1 slope - 255(2) Impermeable barrier/retaining wall poured concrete – NA 9.02 Retaining wall stamped by P.E. - 255(2)(b) Top of retaining wall >= top of peastone elevation - 255(2)(f) 10' offset from edge of leach facility to edge of ret. wall - 255(2)(g) Pere test(s) done in most restrictive layer - 104(2) Pere test 4' below leaching elevation – NA 7.06 Design flow listed and required/provided leach area given - 220(4)(f) Leach pipes SCH40 PVC – NA 10.01 Leach pipes minimum 4" diameter except for dosed system – NA 14.04 V Leach lines capped vented, or connected together - 251 9 PP g ( ) Pressure dosing guidance followed if pressure distribution - 254(2)(c ), Pressure dosing required over 2,000 gpd or with I/A remedial use - 231(1) Leaching Trenches (Check here if not present:) OK Problem N/A Number of trenches: Minimum of 2 trenches - NA 9.01(2) Depth of trenches (max eff. 2'): -247(l) Width of trenches (2' min., 4' max.): - 251 (1)(b) Length of trenches (100' max.): - 25 1 (1)(a) Trenches are vented (when > 50') - 251 (11) Trenches follow contour lines - 251(2) Trench spacing 3 times effective width or depth minimum- 251 (1)(d) In fill or reserve between trenches, 10' min. - NA 14.01 & 14.03 Available leach area given (Min. 500 s.f.) - NA 9.01(2) Bottom = L x W x # — Sidewall=L x x# x2 _ Effective leach area given Loading factor: Effective area = total area s.f. x LTAR — Effective area is >= design flow of facility being served 2"of 1/8"- 1/2" 2x washed peastone.- 247(2) Trench depth of 3/4" to 1 1/2" double washed stone - 247(1) Leaching Pits (Check here if not present: �) OK Problem N/A # of pits/pit systems: (dosing chamber if >1, 231 (1)) Dimensions of each pit or system: L W D - Depth of pits (max eff. 2'): - 253(1)(a) Available leach area given s.f. s. f. g/day Bottom = L x W x # of systems = s.f. Sidewall = L+ W x D x 2 x# of systems = s.f. Total area = bottom + sidewall — s.f. Effective leach area given Loading factor: Effective area = total area s.f. x LTAR = —g/day Effective area is >= design flow of facility being served Minimum of 2 pits at least 13'X16' — NA 9.0] (3) Distribution for galleries/chmbrs. in trench config. - pipe every 20'- 253(6) Distribution for galleries/chmbrs. in bed config.-ea.pipe serves <= 40 s.f.-253(6) Spacing - 2 times the effective width or depth (the greater) - 253(1)(c) 2"of 1/8"- 1 /2" 2x washed peastone.- 247(2) 3/4" to 1 1/2" double washed stone - 247(1) Each pit has at least one 20" access cover. 24" Cl to grade over 2,000 gpd -253(3) Surrounding aggregate thickness between 1' (min.) and 4' (max.) - 253(])(b) Vents, if necessary, extend under covers of pit(s) - 241 (e) Leach Fields (Check here if not present: ) O /Problem N/A Number of fields: _� (need dosing chamber if > 1, 231 (1)) 7 Final Grading OK Problem N/A V 5/24/01 Length (100' MU5.): - 252 (2)(b) Width: Total area: L x W _ DU� s. f. Minimum 900 square feet - NA 9.01(1) Distribution lines connected with solid pipe — NA 15.01. Effective leach area given Loading factor: A5 / Effective area = total area Mb s.f x LTAR g/dav Effective area is >= design flow of facility being served Minimum of two distribution lines - 252(2)(a) 6' line separation (max.) - 252(2)(d) 4' maximum separation from edge of field to line - 252(2)(e) 10' minimum separation between adjacent leach fields - 252(2)(f) Between 6" and 12" of 3/4 - 1 1/2" stone beneath field - 252(2)(g) & 247(2) 2"of 1/8"-1/2" 2x washed peastone.- 247(2) Slope over leach area minimum of 0.02 feet/foot — 240(10) Grading shall divert drainage away from leach area — 240(l 1) Grading slopes away from dwelling IR I I f i 1 ;pii k i! 1 .11 ; l i i t j4j • Hart Iif114E !! 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