Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - 32 HOLLOW TREE LANE 4/30/2018
�0-732 HOLLOW TREE LANE me _ 210/104.A-0017-0000.0 -v Ili s Town of North AndoverHORTb O '."' " - Office of the Health Department 3r F A Community Development and Services Division 27 Charles Street North Andover,Massachusetts 01845 SSS^CHUSEt Heidi Griffin Telephone(978)688-9540 Acting Public Health Director Fax(978)688-9542 TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE December 9, 2003 This is to certify that the individual subsurface disposal system constructed O or repaired (X) by John Soucy at 32 Hollow Tree Lane has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the North Andover Board of Health regulations. The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactor' Jona an Markey Chairman,North Andover Board of Health BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 OF NORTHAN :G3/ NOU 2 4 2003 p TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( )constructed; ( )repaired; by- �v located at 3 Ff����„`. -T-2 C L L_tA"E- was installed in conformance with the North Andover Board of Health approved plan, System Design Permit.# ,plan dated , with a design flow Of gallons per day. The materials used were in conformance with those specified f on the approved plan; the system was installed in,accordance with.the provisions of 310 .CMR,15.000,Title 5 and local regulations, and te 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 dater�j D /U 3 Engineer Representative Final inspection d j 2 o C Engineer Representative Installer: Lic.#: Date: /l—Jl rid Engineer - Date: Alt-,-V ` ADD P F SS 77-//s7LF7 7z5 682- 353 / A10 ^ I ;; , Page 1 of 1 P DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Friday, November 21,2003 10:50 AM To: 'Heidi Griffin'; Brian LaGrasse; Pamela Dellechiaie Subject: 32 Hollow Tree Lane Heidi, Brian and Pam, Attached please find the construction inspection report for the septic system built at 32 Hollow Tree Lane by John Soucy. No problems were found. Dan Daniel Ottenheimer, President Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com info@millriverconsultina.com I 11/21/2003 . 9 MILL RIVER CONSULTING Septic System Management Services TOWN OF NORTH ANDOVER SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 32 Hollow Tree Lane 'MAP: 104A LOT: 17 INSTALLER: John Soucy DESIGNER: New England Engineering Services PLAN DATE: 8/21/03 BOH APPROVAL DATE ON PLAN: SELECT SYSTEM TYPE GRAVITY DISTRIBUTION PRESSURE DISTRIBUTION X PRESSURE DOSING HOLDING TANK ADVANCED TREATMENT OTHER COMPONENT SUMMARY FROM PLAN GALLON TANK = 1,500 LOADING OF SEPTIC TANK= H-10 GALLON PUMP CHAMBER = 1,000 LOADING OF PUMP CHAMBER = H-10 TYPE OF SAS = Infiltrator Trenches DIMENSIONS AND DETAILS OF SAS: 375L x 38.5'W SITE CONDITIONS Date & Initials Inspections 0 Existing septic tank properly abandoned 0 Internal plumbing all to one building sewer 0 Topography not appreciably altered Comments: 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 info@millriverconsulting.com Page 1 of 5 p MILL RIVER CONSULTING ' Septic System Management Services SEPTIC TANK 0 Bottom of tank hole has 6" stone base 0 Weep hole plugged 0 1,500 gallon tank has been installed (H-10 or H-20) (monolithic or 2 piece) ON Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) 0 Inlet tee installed, over access port 0 Outlet tee (gas baffle or effluent filter) installed, over access port 0 24 inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present Hydraulic cement around inlet &outlet Comments: PUMP CHAMBER Bottom of tank hole has 6" stone base Weep hole plugged 0 1,000 gallon Pump Chamber installed (H-10 or H-20) (monolithic or 2 iece) Inlet tee installed, over access port Pump(s) installed on stable base 0 Alarm float working Pump On/Off float working 0 Drain hole in pressure line x❑ 24 inch cover to within 6" of final grade installed over one access port 0 Water tightness of tank has been achieved Visual or Vacuum Test or Water held for 24 hrs 0 Hydraulic cement around inlet & outlet Comments: 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282. 0014 info@millriverconsulting.com Page 2 of 5 A MILL RIVER CONSULTING Septic System Management Services ADVANCED TREATMENT TECHNOLOGY ❑ Type of treatment ❑ Installed per manufacturers requirements. ❑ All components working in accordance with manufacturer's requirements Comments: D-BOX M Installed on stable stone base D Inlet tee (if pumped or >0.087foot) D Hydraulic cement around inlet & outlets D Observed even distribution Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM D Bottom of SAS excavated down to C soil layer, as provided on plan Size of SAS excavated as per plan Title 5 sand installed, if specified on plan ❑ 3/4-1 '/" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed laterals installed and ends connected to header (and vented if impervious material above) D Orifices @ 5 & 7 o'clock positions Gravelless disposal systems: type, number and location as per plan D 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: Trench bottoms excavated level 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282. 0014 info@millriverconsulting.com Page 3 of 5 MILL RIVER CONSULTING Septic System Management Services PRESSURE DISTRIBUTION ❑ 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 Comments: CONTROL PANEL ❑X Alarm & Pump are on separate circuits El .Alarm sounds when float is tripped El Location of control panel: Basement ❑ Rated for exterior if placed outside Comments: 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 info@millriverconsulting.com Page 4 of 5 1 MIZL RIVER CONSULTING Septic System Management Services SYSTEM ELEVATIONS Benchmark: 100.00 Rod at Benchmark: 6.58 Height of Instrument: 106.58 INVERT ON DESIGN PLAN ELEV 0-TOP OF PIPE INVERT ELEVATION Building Sewer OUT 4.64 101.61 Septic Tank IN 5.09 101.16 Septic Tank OUT 5.44 101.14 Pump Chamber IN 5.62 100.63 Pump.Chamber OUT 6.10 100.31 Distribution Box IN 4.26 102.15 Distribution Box OUT 4.28 101.97 Manifold Lateral 1 HIGH 4.44 101.81 Lateral 1 LOW Lateral 2 HIGH 4.46 101.79 Lateral 2 LOW Lateral 3 HIGH 4.44 101.81 Lateral 3 LOW Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 info@millriverconsulting.com Page 5 of 5 'n Commonwealth of Massachusetts Map-Block-Lot 104.A-0017- ----------------- ---- Board Of Health Permit No North AndoverBHP-2003-0346 P.1. _ FEE F.I. $250.00 ----------------------- Disposal Works Construction Permit Permission is hereby granted John-Soucy------------ to(Repair)an Individual Sewage Disposal System. at No 32 HOLLOW TREE LANE as shown on the application for Disposal Works Construction Permit No. BHP-2003-034 Dated October 29,2003 -------------------------------------------- � Issued On:Oct-30-2003 Board Of Health ............................ ..... ...................................................... ......... ........ ................................................ .............. OCT 29 APPLICATION FOR DISPOSAL WORKS CONSTRUCTION�P.E.R.-MIT — DATE: 7—U CURRENT INSTALLER'S LICENSE# LOCATION: r/ _ozle_ n s LICENSED INSTA � �. SIGNATURE: TEL PHONE# t6; � CHECK ONE: REPAIR: NEW CONSTRUCTION: IF NEW CONSTRUCTION, PLEASE ATTACH FOUNDATION AS-BUILT. Administrative Use Only $ .00 Fee Attached? YesV/ No Foundation As-built? Yes No Floor plans on file? Yes No Approval Date: �� INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North.Andover licensed installer for the construction of the septic system for the property at ck relative to the application of dated for plans by and dated with revisions dated . I understand the following obligations for management of this project: 1. As the installer I am obligated to call for any and all inspections. If homeowner, contracto project manger, or any other person not associated with my company schedules an inspectio and the system is not ready then item two shall be applicable. 2. As the installer I am required to have the necessary work completed prior to the applicabl inspections as indicated below. I understand that requesting an inspection,. withou completion of the items in accordance with Tile 5 and the Board of Health Regulations ma. result in a$50.00 fine being levied against my company. inspection unless there is a retaining wall which should be dons a) Bottom of Bed - generally first first. Instaltg- st request the inspection but does not have to be present. b) Final inspection – Engineer must.fust do their inspection for elevations, ties, etc. As-built of verbal OK from engineer must be submitted to Board of Health, after which installer calls fol 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. 3. As the installer I understand that persons or companies not associated with my company may not perform the work required by my company to complete the installation of the system identified in.the attached application for installation. I further understand that work by others unlicensed to installseptic systems in North Andover can constitute reasons for denial of the, system, and/or revocation or suspension of my license in the Town of North Andover plus significant fines to all persons involved. 4. 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. d) Installation of tank, D-box, pipes, stone, vent, pump chamber, retaining wall and other components. 5. 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. Undersi ed icensed Septic Installer Date:q4 Dispos orks Con ction Pe # SEPTIC PLAN SUBMITTAL FORM LOCATION: 32 rwLLQw rem L.GLn NEW PLANS: YES $225.00/Plan ✓ Check#: (Includes 1St Re-Review ly) REVISED PLANS: YES $ 60.00/Plan Check#: SITE EVALUATION FORMS INCLUDED: YES NO LOCAL UPGRADE FORM INCLUDED: YES (20 hill DATE: E31 Q-5'1 03 DATE TO CONSULTANT: DESIGN ENGINEER:097,,-; Cvy,�,,0- Telephone#: 9 7av- C,8 6-/7 OFFICE USE ONLY When the submission is complete (including check): 1. Date stamp plans 2. Complete the IM DESIGN APPROVAL FOR SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM form 3. Attach file and route to the Health Director for review NEW ENGLAND ENGINEERING SERVICES INC August 22, 2003 TOWN OF NORTH ANDUV'ER% North Andover Health Department BOARD OF HEAL14 Town Hall Annex 27 Charles Street AUG 2 5 2M North Andover, MA 01845 Re: 32 Hollow Tree Lane,North Andover, Septic system desig Dear Sir or Madam: Enclosed are the following documents relative to the above referenced property. 1. 5 sets of septic system design plans, one with an original stamp. 2. Application for approval. 3. Fee for review of the plans. 4. Soil evaluator sheets. These plans 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. Osgo Jr.,EIT President 60 BEECHWOOD DRIVE-NORTH ANDOVER,MA 01845-(978)686-1768-(888)359-7645-FAX(978)685-1099 �. s► FORM 11 - SOIL EVALUATOR FORMM Page 1 of 3 No. -� Date: Commonwealth of Massachusetts ��a• ��D®� Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: ............. .......�........� Date: Witnessed B C � �/f G n/.. ..../1�icc..._�� 2 �,lrS��7i,��� . ........... ...... ............................... ..... . Location Address or L«r Address.and / 7f er/ / Q. '144 zw �� ''l�r Tcicphorc/ ew Construction ❑ Repair Office Review Published Soil Survey Available: No ❑ Yes Year Published �� ............ Publication Scale Soil Map Unit . . .. Drainage Class !� ................... Soil Limitations � � �!/ .... ' .... ........................... ..... Surficial Geologic Report Available: No El Yes ❑ Year Published Publication Scale GeologicMaterial (Map Unit) .......................................................................................................... .. ........ Landform Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No ❑Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) _................. ................................... . . ...... Wetlands Conservancy Program Map (map unit) ............................................................ ...... Current Water Resource Conditions (USGS): Month G/4/'4`/ Range :Above Normal ❑Normal ©Belcw Normal ❑ Other References Reviewed: DEP APPROVED FORM•12/07/95 t, FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. G On-site Review Deep Hole Number ( Date:. 01�- �3 Time: Weather'5,5�emo— Location (identify on site plan) /c' .::. T Land Use . ,Z 17 14�-" Slope M Surface Stones 7 Vegetation LandformG �'? Position on landscape Distances from: Open Water Body feet Drainage way �� feet Possible Wet Area feet Property Line feet Drinking Water Well?/. feet Other -. DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, Gravel) Q 'z/ 7 L � 112 Parent Material (geologic) �'G,¢C�G _ � DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water._ DEP APPROVED F0101- 11/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. �� t�C� / Tom' ��� L ��• �md,E�L On-site Review Deep Hole Number _ :: Date:...-: Time: d " Weather Location ( d.:.: . ifY on site plan) Land Use �/ ' _ .. 177W4 Slope M Surface Stones Vegetation Landform Position on landscapejyT Distances from: Open Water Body feet Drainage way feet Possible Wet Area /ate. feet Property Line ... feet Drinking Water Well 7/.:50 feet Other ....._.. DEEP OBSERVATION HOLE LOG` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) A Parent Material (geologic) ` �ijGT DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: 9D Weeping from Pit Face: lot Estimated Seasonal High Ground Water:_ - DEP APPROVED FORM- 12/07/95 -FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole........ inches ❑ Depth weeping from side of observation hol .......... inches ,r ® Depth to soil mottles .... :(/ inches ❑ Ground water adjustment ................... feet 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 1 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 ���(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 required training, expertise and experience described in 310 CMR 15.017. Signature �'� Date 3 DEP APPROVED FORM-12107/95 Town of North Andover f NORTH Office of the Health. Department �} •a° °° Community Development and Services,Division x 27 Charles street w •« �.;'q` s$� q- North Andover, Massachusetts 01845 sAC14U Sandra Starr Telephone(978)688.9540 Public Health Director Fax(978)688-9542 September 11, 2003 Richard Tangard New England Engineering Services,Inc. 60 Beechwood Drive North Andover,MA 01845 Re: 32 Hollow Tree Lane Dear Mr.Tangard: The proposed septic system design plans for the above site dated August 21,2003 have been reviewed. Unfortunately,the plans cannot be approved as submitted. The following items are in need of attention prior to approval: 1. Please provide the full legal boundaries and abutters of the property being served. This may be accomplished on a separate sheet if necessary due to the parcel size. (3 10 CMR 15.220 and NA 8.021) 2. Please provide the Assessor's Map and Lot#for the parcel. (3 10 CMR 15.220) 3. Please indicate the location and materials found in the two additional test holes performed on the parcel. (NA 8.02n) 4. Please provide the mechanism for the contractor to maintain compliance with regulations where the water line crosses the building sewer and pressure line. On a related matter,the System Profile indicates the water line depth at 2' which is possible,though unlikely,due to conventional construction practices maintaining a 4' depth when possible. (3 10 CMR 15.211). 5. The existing septic tank is proposed to be re-used though it is only 1,000 gallons in size. A Local Upgrade Approval is required to be granted for this action. Should you choose to seek such approval,please demonstrate why full compliance with the code standard of a 1,500 gallon tank is not feasible(3 10 CMR 15.404 &405) 6. Since the original building sewer and septic tank are proposed to be re-used,please provide a note to indicate the designer and health inspector are to confirm compliance with regulatory standards prior to or at the time of construction and that lack of compliance will require a replacement building sewer and/or septic tank. Please specify standards to be met including pipe diameter,pipe material, watertight joints, continuous grade,proper base, and proper pitch of the building sewer(3 10 CMR 15.222)along with watertightness,size,access ports, risers,tees,etc. for the septic tank(3 10 CMR 15.223,226,227, &228) 7. The inlet tee at the distribution box is specified on the system profile but not on the detail of the distribution box. Please clarify this matter. 8. Piping inside the pump chamber is specified with different schedules at different parts of the design plan. Please clarify this matter. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 9. The pump chamber loading must be stated on the plan. (3 10 CMR 15.226(3)) 10. 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. (3 10 CMR 15.240) 11. The system profile contains unclear notation regarding cover material over the tanks(9" minimum)and the depth of risers(6"maximum).This should be made clearer. 12. DEF Form 12 containing the percolation test results was not provided. Though not a reason for disapproval,you are encouraged to consider the following items: 1. The design is based on 900 sq. foot minimum when regulations do not require a minimum square foot allocation for an upgrade situation. You may wish to modify this design component. 2. Pump Note#7 and the system profile indicate risers are to be within 6"of final grade as provided in the regulations. You are encouraged to consider requiring manholes to grade so that ease of maintenance can be achieved. 3. The system profile appears to indicate a trough will exist in the pressure pipe feeding the distribution box. If this is the case,you are encouraged to re-design or insulate the pipe to assure freezing does not become a problem. 4. You may be able to reduce drainage and fill issues with use of an impervious barrier in compliance with in compliance with the Massachusetts Department of Environmental Protection Policy BRP/DWM/WPeP/G02-1. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sin el , n Brian J. LaGrasse Health Inspector cc: Homeowner CD&S Dir. File r` SEPTIC PLAN SUBMITTALS r LOCATION: 3 ��1 w )rye �c �-2 Map &Parcel NEW PLANS: YES $225.00/Plan Check#: REVISED PLANS: YES $ 60.00/Plan Check#: SITE EVALUATION FORMS INCLUDED: YES NO LOCAL UPGRADE FORM INCLUDED: YES NO DATE: '71 Z Zj DATE TO CONSULTANT: DESIGN ENGINEER: L .� v�,�G...Q � Telephone#: S 5 7 9 When the submission is complete (including check),date stamp plans, COPY for Conservation, and place in existing file with green Design Approval form. i � k rs NEW ENGLAND ENGINEERING SERVICES INC September 22, 2003 North Andover Health Department Town Hall Annex 27 Charles Street -- North Andover, MA 01845 Re: 32 Hollow Tree Lane,North Andover, Septic system design Dear Sir or Madam: This letter and the enclosed plans are being submitted to address the comments in a letter dated September 22, 2003. Each item is addressed as follows. 1. Full legal boundaries of the lot with abutters have been added to the plan. 2. The assessor's map and parcel are on the plan. The lot label located in the plan view centered on the lot at the top contains this information. 3. The two additional test holes have been added to the plans. 4. The tank has been moved making this item moot. 5. A 1500 gallon new septic tank has been specified making this item moot. 6. A new septic tank, building sewer, etc have been specified to address this item. 7. The inlet tee has been shown on the d-box detail instead of the profile. 8. The note for pipe schedule specification has been changed to match the schedule in the detail. 9. The pump chamber loading has been specified as being H-10 10. Trenches have been designed. 11. The notes regarding cover over the tanks address two issues. The tank itself requires 9" min cover. The 9" min dimension is shown from the ground surface to the top of the tank. The tank is required to have at least one riser to within 6"of finish grade. This office specifies risers on all openings to within 6" of grade. 12. DEP form 12 is enclosed. Items that we were encouraged to consider included revisiting using the 900 square foot minimum design criteria. The design has been changed to trenches so the 900 square foot leach bed criteria no longer applies. It has been the policy of the town in the past to require the 900 square foot leach field even on repairs. 60 BEECHWOOD DRIVE-NORTH ANDOVER, MA 01845-(978)686-1768-(888)359-7645-FAX(978)685-1099 r. Regarding the cast iron covers at grade. This office agrees with your assertion that the covers are a better design, however they are not required and cast iron covers are expensive. The installers don't like to install them and therefor always tell the customer that they can be eliminated to save money. When confronted by the customer regarding the extra cost the town would inform the customer that they were not required and that they should speak to the engineer about eliminating them and that the town didn't have the power to force their use. It became a hassle to argue about this issue so we stopped specifying them. Sincerely, 42 Benjamin C. Osgood, Jr., T President i F TOWN OF FOR'T'H ANDOVER Office of CO1@ZMUNITY DEVELOPMENT AND SERVICES �?Oetfeo�a bbaon HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 SSS CHUSk� Heidi Griffin 978.688.9540—Phone Acting Health Director 978.688.9542—FAX September 30, 2003 Terry Core 32 Hollow Tree Lane North Andover, MA 01845 RE: Subsurface Sewage Disposal System Plan for 32 Hollow Tree Lane, Map 104A, Lot 17, North Andover, Massachusetts Dear Ms. Core, The North Andover Board of Health has completed review of the septic system design plans for the above referenced property submitted on your behalf by New England Engineering Services dated September 17, 2.003 and received by this office on September 23, 2003. The design has been approved for use in the construction of a replacement onsite septic system. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. The time period for which this plan is valid is reduced to two years from the date of a septic system inspection which did not meet the acceptable criteria in the state regulations. The time period for which this plan is valid may be reduced by.the North Andover Board of Health in the event an imminent health problem such as sewage backup into the dwelling is occurring. 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(3 10 CMR 15.020(1)). 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 and/or imply compliance with any of the aforementioned requirements. Page 1 of 2 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 might have. Sincerely, eidi Griffin, Acting Health Director encl: List of licensed septic system installers cc: file &,.,New England Engineering Services Town of North Andover Licensed Septic System Installers (Disposal Works Installer's)-2003 (Please note that the septic installer is licensed only--not the companyl Name Company Permit# Phone# Amor, Robert R.T. Amor 130-3 978-887-5468 Baldoumas, Louis Rainbow Builders Corp. 101-3 978-459-9181 Bateson, Todd Bateson Enterprises, Inc. 102-3 9787475-1474 Breen, Peter Peter Breen Excavating, Inc. 103-3 978-687-7774 Busby, Philip A. Jr. Busby Construction Co., Inc. 105-3 603-362-4650 Carr, John John Carr 119-3 978-633-6791 Colosi, Philip A. Colosi Construction LLC 140-3 978-777-5679 Currier, James H. James H. Currier Construction Co, Inc. 101-3 978-774-6685 DeLucia, Rocci Jr. Frank DeLucia& Son, Inc. 149-3 978-686-8200 DiVincenzo, John L. Andover Septic/J&S Dev. Corp. 128-3 978-521-5251 Giard; Daniel Daniel A. Giard Septic Service 129-3 978-686-7653 Hall, Bill, Inc. Bill Hall, Inc. 106-3 978-689-3711 Henderson, George G. Henderson Co., Inc. 108-3 978-686-5845 Hutton, Arthur Hutton's General Construction, Inc. 118-3 978-685-2627 Innis, Robert L. R.L.I. Corp. 120-3 978-663-6006 Linskey, William M. Linskey Construction, Inc. 147-3 978-744-2700 Maker, Ronald T Ford Co., Inc. 133-3 978-352-5606 Maynard, Dave Maynard Construction 125-3 603-228-4436 McKee, Brian D.P. McKee&Son Excavators 109-3 781-942-7608 Osgood, Ben New England Engineering 126-3 978-686-1768 Patenaude, Richard Dracut Sewer Service, Inc. 110-3 978-452-4851 Petrosino, Angelo Angelo Petrosino 111-3 978-664-2030 Quinlan, Timothy Quinlan & Rand Builders 145-3 978-682-1570 Rea, Kenneth Rea Construction 112-3 978-686-7445 Reilly, Michael W. F.P. Reilly& Son's, Inc. 150-3 978-475-1237 Richard, Roger R.J. Richard Corp. 113-3 978-686-7445 Roper, Thomas M. Thomas M. Roper 141-3 978-433-2111 Sawyer, William T. Arco Excavators, Inc. 1.14-3 978-685-5113 Shaw, John III Wildwood Excavation, Inc. 138-3 978-474-8088 Soucy, John J. Soucy's Sewer Service 122=3 978-470-1400 St. Hillaire, ' Andover Construction & Dev. 145-3 978-749-0073 Sullivan, Jack Jack Sullivan 151-3 978-686-4863 Surianello, Inc. Ralph Surianello, Inc. 144-3 978-458-9117 Todd, Charles R. Charles R. Todd Contractor, Inc. 121-3 978-667-7853 Zaher, Charles Charles Zaher 127-3 978-441-9429 Page 1 of 2 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.com] Sent: Wednesday, November 12,2003 9:18 AM To: Pamela Dellechiaie Subject: FW: 32 Hollow Tree Lane-Bottom of Bed Inspection Mill River Consulting ,Septic System Management Services 5 Blackburn Center Gloucester,MA 01930-2259 978-282-0014 or 1-800-377-3044 fax:978-282-0012 info@millriverconsulting.com -----Original Message----- From: Dan Ottenheimer[mailto:info@millriverconsulting.com] Sent: Monday, November 03, 2003 4:22 PM To: 'Pamela DelleChiaie' Subject: RE: 32 Hollow Tree Lane - Bottom of Bed Inspection All set for 11:30 tomorrow(11/4). Dan Mill River Consulting Septic System Management Services . 5 Blackburn Center Gloucester,MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 info@millriverconsulting.com -----Original Message----- From: Pamela DelleChiaie [mailto:pdellechiaie@townofnorthandover.com] Sent: Monday, November 03, 2003 4:00 PM To: Daniel Ottenheimer(E-mail) Subject: 32 Hollow Tree Lane - Bottom of Bed Inspection Hi Dan, Please contact John Soucy regarding a Bottom of Bed Inspection at 32 Hollow Tree Lane. You can reach him at: 603.216.7175. Thank you. P Pamela DelleChiaie, Health Dept.Assistant Town of North Andover Community Development&Services 27 Charles Street 11/12/2003 32 HOLLOW TREE LANE JS-2004-0067 Proiect Detail Report Printed On:Tue Nov 25,2003 Project Name: GIS#: 5740 Project No: JS-2004-0067 Owner of Record CORE, CRAIG EDWARD& Map: 104.A Date Submitted: Jul-08-2003 32 HOLLOW TREE LANE Block: 0017 Status: Open NORTH ANDOVER,MA 01845 Lot: Work Category: Work Location: 32 HOLLOW TREE LANE . Zoning: Proposed Use: District: land Use: 101 Proposed Use Detail Subdivision Description ,Soil Testing Comments: of Work: Department Status GeoTMS Module: Status File No. Comments: LCDate: Board of Health GREEN FLAG BHJ-2003-0071 FI/25/03-Final Grade Inspection needed 11/24/03-As Built received and Installation Certification Form signed by Installer and Engineer. 10/31/03-John Soucy picked up DWC permit 9/30/03-Plans Approved 9/23/03-Revised Plans received. 9/11/03-Plans Denied 8/5/03-Sent to consultant. 7/10/03-File back from Conservation. Permit History Type: Permit No: Issue Date Status Work Category Contractor Project No: Description of Work: DWC-System Repair BHP-2003-0346 Oct-30-2003 SIGNED OFF JS-2004-0067 Plan Review BHP-2003-0305 Sep-30-2003 SIGNED OFF JS-2004-0067 Plan Review Plan Review BHP-2003-0304 DENIED JS-2004-0067 Plan Repair Soil Tests BHP-2003-0169 Jul-10-2003 SIGNED OFF JS-2004-0067 Soil Testing 24 1J I GeoTMS®2003 Des Lauriers Municipal Solutions,Inc. Page 1 of 1 r' FORM U - VF YFICAT1:Oil FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having urisdi have been obtained. This does not relieve the applicant and/oron landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section**************,� * APPLICANT: t t �} Phone LOCATION: Assessor's Map Number Parcel SubdivisionzaAk—Lot (s) ) Street --- _ St. Number -� **************** **** * ficial Use Only************************ RECOMMEND TIONS '' F T� ENTS: Conservation Adrninis for Date Approved Date Rejected comments Towtt Planner Date Approved. Date Rejected Comments Food Inspector-He 1- th�" Date Approved, Date Rejected Septic Inspector-Health Date Approved Date Refected Comments !` Public Works - sewer/water connections -- driveway permit Fire Department ~ ,! Received by BuildingInspector ___ Date ._ "-77' Town of North Andover, Massachusetts Form No. , �tORTH �AA.. BOARD OF HEALTH lb -YOL � Z n � pp � N q`m. � A-c.1 ED hPPy' APPLICATION FOR SITE TESTING/INSPECTION 9SSACHUS�� Applicant— AM li ( `r® p p cant_ NAME s ADDR S ELEPHONE Site Location Engineer NAME ADDRESS TELEPHONE Test/Inspection Date and Time CHAIRMAN,BOARD OF HEALTH Fee Test No. f/zl® S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. BOARD OF HEALTH NORTH ANDOVER, MA 01845 978-688-9540 APPLICATION FOR SOIL TESTS � .. DATE: --i 0 MAP &PARCEL: / y A LOCATION OF SOIL TESTS: OWNER: 'T-c R i2 C� .2 TEL. NO.: 178 - ADDRESS: 7U -ADDRESS. 3 2 '-F(z e. LC.; ENGINEER: t:,v C-i-A W L..y;,.e��n�_ TEL. NO.: 7�— 6.96-/70 `3 CERTIFIED SOIL EVALUATOR: 12,c,,42 0 C j c:n Q Cez J ?=-e::; C 055y, d -Y JAL Intended Use of Land: Residential Subdivision Single Family Home Commercial Is This: ✓. Repair Testing: Undeveloped lot testing: In the Lake Cochichewick Watershed? Yes No ly THE FOLLOWING MUST BE INCLUDED WITH THIS FORM 1. Proof of land ownership (Tax bill, or letter from owner permitting test) 2. Plot pian & 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 upgrades. (If time is not critical, fee for repairs is$75.00) GENERAL INFORMATION A 1. 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 sub{mtted oto etlre7Board of Health showing the location of all tests (including aborted tests). 60AF" qtr P. 7. Within 60 days of testing soil evaluation forms shall be submitted. w JUL 1 0 2003 Please Do Not Write Below This Line F r N.A. Conservation Commission Approval: Date Received: �Q3 Check Amount: �70p. a'd C4& Date: G 07' OR �.F J T j } J t t AI �c i3 DAG Page 1 of 1 Pamela DelleChiaie From: "Dan Ottenheimer'<info@millriverconsulting.com> To: <blagrasse@townofnorthandover.com>; <pdellechiaie@townofnorthandover.com> Sent: Friday,August 22,2003 11:16 AM Attach: Hollow Tree#32, Soils.pdf Subject: 32 Hollow Tree Lane Brian and Pam, Attached please find field notes for soil testing at 32 Hollow Tree Lane. I will be scheduling 191 Granville Lane, 70 Oakes Drive and 91 Boston Street shortly. We are scheduled for 162 Gray Street(2 lots, percolation tests only for new construction) on Wednesday 8/27, and two lots at Peters Street& Turnpike Street on Thursday 8/28. Dan Mill River Consulting 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 info(a�millriverconsulting.com 8/22/2003 kv r k ^k - �£ VI b � .x 1 4s � � � �y�{�"•^}'` �,X'S i. �""�bk ,wR�X r � h � xi £ �; � s n!::. {� � x-�r a• no"�"y 't^s wwa. `moi :`h fg ,a"�i�'�A ''�'" Si: Oj ..+A`T�''� x ; ; Plni U Te+°` i'•'' A"ei�"•�...� V14 6T SQ a. f`;gX 4s Irw��•� t ^.. { 'a. a 44 --- ,r. .; _. Maw-•.t :.� .At.::� �.. JUq6'.fT'r"QJd "r d L6m� ea ag � � 1 jf y AW A 3 # .. h �d t y ! •fF7 '{ d & 4' W too 5call Ey$ s g . Von ALIt 4400=51 E Emma, S n �y Y Fro 012. 10" v 8 8 �r Joe 4 JWMJ- 14v 'MA «� vy ry,; 'YR I1 « P 3 lit gE"AQ its ETA WIN ppi }t a s AMCn, SON TWA S "t �p� f ' :'N ¢..as ,� ";}c` .�� ' 'Bce Y° izs' y, z.c �u'` gra �'a,'. •z*. i� 9�b� 'a .:�i., µ� a aubr.`& ��` A¢ uta�i.�"w1a�+.�3:.hs'o�di�i�.,.•!,.�r 'a .��4,�. �H�' 5 h'�' x ��.°� �a ' FORM 12 - PERCOLATION TEST Location Address or Lot No. 3Z l�yl-LJW j 2ec ►4n�E COMMONWEALTH OF MASSACHUSETTS Massachusetts Percolation Test* Date: Zocj-4 Time:. Observation Hole # PT t 1 Depth of Perc �v Start-Pre-soak °! 3 End Pre-soak Time at 12" u Time at 9" Time at 6" Time (9"-6") Al Rate Min./Inch " Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Q Site Failed ❑ ..............................................................................................:......................................._................_ Performed By: _ e��� �,,, Q_ 002 y p— Witnessed By: r W r 4 AA/ r .�!LL �2��c rt C�Ns v Comments: DEP APPROVED FORM.12/07195 O: NORTH ANDOVER, MASS �Y7 19 77 BOARD OF HEALTH FROM: DESIGN ENGINEER Re: Soil Absorption Sewage System Inspection This is to certify that I have.inspected the construction of the said disposal system at 2- r /7 A/0 rR) F L!4-1V4- North Andover, Mass. SITE LOCATION The grades and construction are as specified in my plans and specifications dated SETTS o Re n gi ; r/Reg:1 Itarian 4 -� _TOWN OF NCRTH ANDOVER NORTH ANDOVER BOARD OF HEALTH REPCRT OF PERC TEST ADDRESS OF SYSTEM � - 4/f�1Gt,1 *� DATE q74 NAME OF PROFESSIONAL ENGINEER OR SANITARIAN CONDUCTING TESTS 113" Cc /4 NAME OF LOT OWNER o-7 C'_ ADDRESS SHOW APPROXIIME LOCATION OF PITS ON SKETCH ON REAR OF THIS SHEET C Total Soil Lo :/ soil_ Subsoil Depths es Water level Pit) & - 7. d Time to Time to Perc Tests 71`th Saturation Time Drop 1211 _ 911 _ Drop 91r _ 61, Other Considerations: Recommendations: f Signature - - .,..- r , ,,..,- ,., - x �..,,- - - , a . . . ...., >..� - - ... �y +...: K - - - a ir, :. 11 .: t' t: ,.. .n , - - - 't TX',. r. .. 1 : r ,a - .s. : ..5 ., Y r r v" .. sa:. . �`- i• d , PLA:�t1 Neu//NU - ,>J l r _ ,, . r r•t•-; 'i 2 is t. 7 , i �,t v 1. Y 3 x �' "rrr a E S' 5 EM` �D $'L/,,- I F GEI E 9L - 7 -�,� e� I. -x 7 . . is `L/ J d . 11 ,O r• 11. . . . . , . v ) A :K L. 4, /:3 .4 t• Y... o� s=- n. ; x 7 v a- �: ^ ' or �e:4 , D ti: d,�a , 3 r r'. 4 �. I.. f' V. i' n� •b F , • i p % :! j V , Y . i N t - .:,, y.4i -'. �. ., ^ ��-moi. 4 - _ hA7-� .x ' - "! CAGE %` r } b -� O • . .. .. _ .f 4, t. w `}y' f i. �j.�� r :. p rY•� .- «. �.«.• - i s ,:ar 'j „�� - D Cr 4 s 3. ' �. �> 7%4 h 6 3 - A =! ��'` - c •i _ d 1. .- .. .v _: .. x 1 - -x % ^Pll_ :?p -.i• - i'' f:' . - , a ., " , - 1. n _� x 11 . t. M1. - F ,'I.S Y r� {. M: D t/" 1455 -,:-,. t. t - + ,.: r ,. a _.$. - -_k ... moi/ ` ff Y, ... , _ . ,. . r. f. ,. �r i - _ - r .. .. Y ..i ,, 'yy j.. .. i,. '' r,,., r ,•` 3 - - *;: ? 3 i Yf✓ 4 `� �. F: cA ro , . '' . -O �' <: a > WA- ,. .;. :. -`- E' t. v. /moi,. LJQ , x �. `/j r, , 5 a: r A a' �` a dd Jul !' ...'. /}p+ a .. .ice.., - ,. ,.;. T .. r. > :R -J } Vi .. 11 , ,. { ."w,_.[ 'y+ -^ - - .{ p �k. .. 1, .'i. - - i...; - s. . G i' r. r... :" :kat i, y �r,. a„” 5/ ti . DE U Eye ., r�1 t .. / ,r - $ "'w , S , +fir y� .. _ _ .r#• A.' ''.. 'r , / i �. e O. �LL �r, � P f �c.7r, A �R�3A t, 1�' OS N ,C .3: JJ(( 1.` �� f sr ��:V , ti Q .:L��� k. s - .a, � n i V V 6.. r 1t. - br+ y. <? V t '7 C L ,, TG, �Z x„ C S CN 46 „ „ Y ,�. _ 3 + , _ .'' f «•. ,,//}} b�' k 4 q - ,'. - r r } ;. # S y. .. .. - :- ..l ".. �J .: a v:. r ' „ :. i' . .: ,... v.. /^yy�/� �� 7 11 E {( t , J S -,r. - , ,+ . - a+ v _ - 983 1. y.- ,. .- . . r > K I T � � ,. a . . i � r.: _ r y,,r. F, •... 1 ., :,.. « y. ,.. .. ... :• ., .. n , ,x j .. , ,�,� 0'111� Y' w '” ,- .. .. .. - „,.r. Y - ll_T <•�.;_ . 11 .. rr« 111, I ' a�' r' t L /IAArr{{ l .h r !<, F., s' a,. S A `T �' DQE 4 A', > r' 0 < �b- 'A+ - �31� r V S / R ia% G r �/ C/L D/ * . P OF G• '� r` Y 3 t. R. 4 f;: - :-< - , �'' r, I !G/T/ s. r ' A '," r. d $G L N FACS ' E" C � �/ U _, . ; A ,, EG MB R � �¢� GA!2 'Y/�"' :7t.f, I-{.'moi .- AI .:'v D d: r-. TE a. mt - w� F"GDIfI%, EST/iN ', -:L. E' A 4 s � ,a, :. 11 Ir _ a� I sE r r ,w_ v. Y- R cz. .♦"�. .: ..4.. ., .. .0 r , '- v ,.. .'r , , - - - , , r l: -'r 7"/ :t Nt r C" � '-' �6�'so�► .T ,,AREA, „w t a: �. _ , f ,. P.. (.-G ,. .. ... , .. .. .. ..,.,a.. ,. t. , L. .. ,�. . , -� ., r .... l: d r, a :. ,_ 'a. .. 'aT w r.� t 1. ,eE 1. Z: ,�3'' ,V,r TSS. / . ,.. .. .: t ,- ,... , , , ., �; - L V /�7 ,yl `P Arr Z w 4 , r.. . .; i , , �... , 0 ERco . , ,�•� , , �P,,. y {, -: ,.t:- - ,. :.4 : -. .. .. ..,.v .-. 1.9 .. T E s/�e' , , . : ,. ;,;,,'. .a t,. n , _ /'� 1. t.<'` .,. -- ... r. .. - .4.. i r L ,t w. r. u. � - 11 a �' +, a.,. .�^- ,`� r4TL/Ie' /Det/. :, F, /,S 't .. .. ,t. - ski- u s y - - � w ,� �'s. A r R# �Ia N' W r l Z o 9... 'D12o�� /�'/ h ,Y �/ .� .,.!q .d .. _ t .J� Via, :.., ., {k -: .,SsM1. y1-_ y „ r .� ,-a '/ 1 „ :• J. --_ - ., 6 r ..r .. . .h: 'r. .. ..: .,. :. �, Y G v.. " ?r _ { �b - /oeVArE _' r. , . �'a r .. , x c r- 3 !Gf g ; , PPE, fe ocA ' n l i �. r r'` v.. ., . EST f?/T .: a. .•• .. a �{'d -a - - - 9 �. .:r -. -. ,...: - , ,. .,. ., - ... ,k + E r:. '.:.r - ; 1. 1. _. . .r r :.r �, X v b��. _ , . , r . _x ) 2 •9 '.a TO Y , ! a„ .,. r, ... , ��� / D/V fi R r P. E �tT/ :sem v. +. F _ �..- 1 .- /p ,,. .. y _ ...., ;.. . .,in . .. _ .,. .- . ..., 5 .. ..*r - yr > -:t 3`, m.<, tom , ¢S ,+ n► ° Sb,. �., �- .. ,t ti _ 4 f ., , .. .. .. r. .. . .r - v' „a . x K a. : SO. a, r f G U ., F _ m "s....1. ..,". ,a .. w y I ,a r-71�.. Cf..ir�� -, - t .,: �a1 .ka' {. 1..a f ✓ l• "4 < Sr i: sa'. z v: y Y t 4th Y 3. Y \, ,1 R O ,,...x. ,.- j. . a " - , . �- x / t f- s ti : a� �. r F s... Y F" YX. •Ff �' :: �. x . I., s 01 �.• C., I : ... ., :- k Ct3 . .. ._ r. y r l J 0`. 4., J •. ,.J F w d: J.. j a.- vh t C .�:'.. � , 9 .,., s'....... ....... ,. ., ,. ,�' }; I 1.eta`. 'I a: "Ir 4 v +. T+. e ., +. «.a », r- Ir . v , �/- u . , « 9p t v. ._. ,. I t,.a, s n. !, n. , - ti r :'a.Y. s 'x AT/Oh/, /3Z" ', t �' 1. BOTTOM ELE!/ j _..,, ," >.. ,_ . d . ... , ,,, ,, ,. C x.. . . - ; 411 R , - , r,' c - t -. , t - r. _ TES7Y r GGCxrV'OLCG BYr r. ;s 1. .n1 TED .7DSf/,. l c�!G i9 L:'L© . s }. , ,. .. .. .. f „ ..,.. ..T F � ... �' 3.' a�:1 ,. ., . ,n - .. .!. `:.' .. .> .r ,. , : a.: e r •� TE57 ':.- : „Y .: . . •�� ., .,.... ., r „ a+ i.. r ,. 'r // jjam�^••�''�''''' :...' c -.,. .i ,. ..:, . - is , , _, ... . . .. .:. ....:- :,, ,..., s c. , ..x`k .. : ,, "1 h. wommummoomm r:, :".. ,. :, t , ,. .,, 1,. - a.. „ r... .. .. w. x �/ T I. b . �2C T_EA 'cS'HEE . . , . :,' .x :,F, . . I ,..._.'yo.. ,.,. ,..r. .u.,. x .-_,. `,� .r n r*•. t.. _.<,.. .u. I. ., .x 'I�- _ .. .,u.." ,. . - - r k 3 4 t~ i _ __ ,. - L I `. . ' - ' - �� .-� r; � - ", SEALED �l�;!r 5o, l _ l/C POPE �a . . , . . • ., . a, ..,., < . ., • _ :t: - . ' s'' - s `� : . - ' I i �:'. . e •. . A.4 I _ CA ED--EN 2" S' D01 I v• } 9 ; z . - !vA N r) Ole &Q[J LE' � - 1 11. ZD - .� I ` F z' % .. -. .,. PART/ALL :ED /t/D ECT/Oti/_ I - y.,, _ _ r. a - '# 7 re` I t. - CAL.E �2 —� Q - , xM1 xx�;. _ =t h ^' �j� .� fJ/2E'A so - _ N t :a ;.- i - F0�2 SPEClFlCAT/O/t/S S'EE SECT/DM X17` LDLflE2: 2/CaNT Frei"8urow-' fr `; 1u s f .. ,.. . . r. �11 v' * - ¢ CAST I,PO�(/ S=:OZO' , ; ,. , z . t. - s: :: .F ' . /000 CDNG 2 ` `SEPT/C• TANK A�I 11 QAL ET - x u - -. -.. . .: _ i. .TD/N �:^ 1. r. . % D T �5'OL/� <SE GE S. ¢ !!C: A , 4 11 t= ,f ..M ` '+.v A�R .�q Y , t. V �S �J E .S i r` O . G. l/ as �Pr�a '1 A :.. ,._- . _ .: �. _ `/. : IS , � r .,�`z F UOT rc cS 4LE • - 1 I i �'..~ .:ilk ' ., 7 • . - - - - �... - • f li 'rte- .�' - I r - ti - } x ., t k w? A,R'' Y `� .q,` - / �, { ,tip F- - - . .45 aef u AW G, '� { 1. ; . P �� . . 4 ~[ E 7- \� �S"E G --,"I. ".1 t w " • SEAL E"� FrN t��AvE soi yr P - ';-I KIlLL` I soda ' L . ,� � �, - N �. P/F-L1. ,: o _ I 11 4. a, • _ 1. a ---d e.i a-_ ab `a11 I /;;, /'✓ t py e 'e '.e � , . 11Zt' p e. -RR"l ,i/F� STONE e • - + ��� ..y t e i�qg. ' I 'LI il `. r - x P� o . e v v v .. i k - : % - / .JT '..� 'i ..j' - - O 11 4 a.J •S f�'-. , - Y �-L. - y . :: ., - 3 , , L. = 'C .�% STONE. c, a _; WATL 13 .5 q _ j. Vi/9Sf/ED^L 1. �. �. 11 . ' - - �. v OUB E `^ - =MEED ,;A A S ,I, 0; M1 r. .�, 1ft' ',�S� _, L�-�- 4 oo H N o �1 , �j.. (� ; ' . �t m % a k } � m a . :a �; �; w �. k , J \ �. _ T 4 < a ' fi} �. , .. A. r . ,' � + 3 a Ili 1 r. ' 1 F -r 1 \. - ^.i - y '.'.,' ' �+- f- ( yr i :S q_ w : !" Y 1 �+ M1. d w I+' s Cr t - 1 a I i n 3' E cS�E %'µ 2 0 �B T, T D - s; ,` a v -, - r ., - ` . • < I. - - - - >. CAL:E "s k p e i -k, a, r. R` w sr 'F `7 't .. -y.1 _ 1-�''' "n. - _ N 1 _ Tr. o � LnY= �ieOF/L E _ „. ,, f. _ , meg. ..= Cod �7 ��' . - - y ` '1 _¢ , - fir° - - �" - //// - N �/ cvEL� ./aLA�t/ .Arl!!> :`c�ECT/DaV S: f/E .... c�G`AGE �O.e_ l D !�'t 2T* . . 4 i.,r L E :,4 ,o` BS.. P?%� - . 1. L. . . . , ,: - , , I . - - - _ - ?r . .-.. - -. - r .. ._f - _ � � '� - ...-- r_ 4 . 0 ._-..�--�--'_..�.�..-- ��._ .is � � r���,,,,,,,,,..J--�--°"'".r-a- r >_ �. .,,., ,