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Miscellaneous - 476 GREAT POND ROAD 4/30/2018 (5)
I 476 GREAT POND ROAU d 210/064.0-0022-0000.0 i1 } I Residential Property Record Card Parcel ID: 210/064.0-0022-0000.0 MAP: 064.0 BLOCK: 0022 LOT: 0000.0 Parcel Address: 476 GREAT POND ROAD FY: 2016 PARCEL INFORMATION Use-Code: . 101 Sale Price: 675,000 Book: 00069 Road Type: T Inspect Date: 04/03/2012 Owner: Tax Class: T Sale Date: 12/23/1985 Page: 0357 Rd Condition: P Meas Date: 04/03/2012 NIEBURGER,EDWARD CHARLES Tot Fin Area: 2168 Sale Type: P Cert/Doc: _ _ _ _ _Traffic: M Entrance: X Address: Tot Land Area: 6.270 Sale Valid: Y Water: Collect Id: RRC 476 GREAT POND ROAD Sewer: Grantor: SAXE PENELOPE P Sewer: Inspect Reas: C NORTH ANDOVER MA 01845 Exempt-B/L% 0/0 Resid-B/L% 100/100 Comm-B/L% 0/0 Indust-B/L% 0/0 Open Sp-B/L% 0/0 RESIDENCE INFORMATION LAND INFORMATION Style: CL Tot Rooms: 6 Main Fn Area: 1202 Attic: NBHD CODE: 11 NBHD CLASS: 11 ZONE: R1 Story Height: 2.00 Bedrooms: 2 Up Fn Area: 966 Bsmt Area: 1008 Seg Type Code Method Sq-Ft Acres Influ-Y/N Value Class Roof: G Full,Baths: 2 Add Fn Area: Fn Bsmt Area: 400 1 P 101 S 43560 1.000 N 407,721 Ext WaII: FB Half Baths: Unfin Area: Bsmt Grade: 2 R 101 A 5.270 N 40,052 Masonry Trim: Ext Bath Fix: Tot Fin Area: 2168 Foundation: ST DETACHED STRUCTURE INFORMATION Bath Qual: T RCNLD: 246346 Kitch Qual: T Eff Yr Built: 1970 Str Unit Msr-1 Msr-2 E-YR-131t Grade Cond %Good P/F/E/R Cost Class Mkt Adj: Heat Type: HW Ext Kitch: Year Built: 1860 B5 S 2337 1988 A A 50///50 36,700 Sound Value: Fuel Type: G Grade: G Cost Bldg: 246,300 G1 S 972 1988 A A 50///50 13,800 Fireplace: 1 Bsmt Gar Cap: Condition: A Att Str Vail: BH S 418 1988 A P W80 8,900 Central AC: Y Bsmt Gar SF: Pct Complete: Att Str Val2: VALUATION INFORMATION Att Gar SF: %Good P/F/E/R: .. /100/100177 Current Total: 753,500 Bldg: 305,700 Land: 447,800 MktLnd: 447,800 Porch Type Porch Area Porch Grade Factor Prior Total: 730,800 Bldg: 303,200 Land: 427,600 MktLnd: 427,600 P 476 Sketch Photo i 10 2e - a� P RY 0.85/FM/B 3 130 S4 280 E4 R 10 28 ; 10 FM p 5 150 S4 6 FLUIFM{}/B ,. 728 8} Y Ft 10 21 R 150 5 `4 Ft 28 P 10 1968Ft 9} 476 GREAT POND ROAD sENDER: COAJPLETE THIS SECTION • • ON ■ Complete items 1,2,and 3.Also complete A. Si e item 4 if Restricted Delivery is desired. ` '` Agent ■ Print your name and address on the reverse ddressee so that we can return the card to you. B. Received by(Printed Name) C. ate of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: 0 No {c� Chm s n01Y q1b O I l 3. Service Type Certified Mail® ❑Priority Mail Express"" ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2, AniqtoI u r T Z _1713MSAW20 0004 2835 2146 (rratfisi'e s L�labe# - --- _—._-- nn UNITED STATES POSTAL SERVICE First-Class Mail - Postage&Fees Paid USPS Permit'No.G-10 • Sender: Please print your name,address, and ZIP+4®in this box•. NORTH ANDOVER HEALTH DEPT. 1600 Osgood Street, Suite 2035 North Andover, MA 01845 e C476L:Road Nor , MA 01845 October 17, 2016 Michele Grant, Public Health Inspector North Andover Health Department 1600 Osgood Street,Suite 2035 North Andover, MA 01845 RE:Sewer Pump Tank Dear Ms. Grant: Enclosed is a copy of the invoice from Hall Pump and Service Corporation showing that the work on the Sewer Pump has been completed. Hall Pump was recommended by Neil J. Bateson. If you have any further questions, I am available during working hours at 978-323-2380 or by email at enieburger@hotmail.com . Sincerely, Edward C. Nieburger „ HA4L PUMP SALES&SERVICE CORPORATION �Y01 P.O.Box 665 Wilmington,MA 01887 US _ (781)438-0505 Half Pump Sales&Service Corp, (781)-4384505 200 Andover St,Bay Q FX:(978)-657-8765 P.O.Box 665 Wilmington,MA 01887 BILI.TO Edward Nieberger 476 Great Pond Rd. North Andover,MA 01845 j INVOICE# DATE TOTAL DUE DUE DATE ENCLOSED 0128160811 08/12/2016 1 $7,786.19 09/11/2016 MEN ON SITE RM/JD/DD/DC DESCRIPTION QTY RATE AMOUNT Service call to check pumps and controls. Found pumps ! burnt out,starters no.good,and ball floats shorted out. ] Ordered and installed two new ABS pumps,start kit, starters,ball floats and check valves. Tested and placed r back in service. t Labor• •. • . 1 20 75.00 1,500.00.:.. Labor Residential 7/1-1/16 8/1.0/16,8/11/16 Material 1 5,827.00 5,827.00T, Material-Abs pump ball floats,start kits,starters and overloads, n s,a d check valves Freight in,_ 195.00 95.00' Fr�ht In THANK YOU FOR YOUR BUSINESS SUBTOTAL^ i 7,422.00 TAX(6.25%) 364.19 TOTAL 7,786,19 BALANCE DUE $7,786-19 TERMS:All amounts over 30 days past due will be subiect to a service charne of 1 1/2'/ner month 11 AO/.nnniim) • MW— • a _-^-=mac ;,,• North Andover Health Department (ommunity and Economic Development Division October 6, 2016 Edward Charles Nieburger 476 Great Pond Road North Andover, MA. 01845 RE: Sewer Pump Tank Dear Mr. Nieburger, On October 4, 2016 the North Andover Health Department made a site visit to your property located at 476 Great Pond,North Andover, MA. It has come to our attention that the pump system is malfunctioning and is in need of repair. In conversation with your son during the site- visit, he had indicated that work had been completed. However there doesn't seem to be any documentation, inspections or letters of compliance on record in the Town Offices. Due to the proximity of the of the Town's Drinking Water Supply,the Health Department is requesting backup paperwork, (I.e.: contracts, invoices, repairs)to verify completion. If you have any questions regarding this letter, please don't hesitate to call us at the phone number listed below. Thank you for your cooperation in this matter. ,---)Sincerely, Michele Grant Public Health Inspector. 978-688-9540 Cc: Brian Lagrasse, Health Director Jean Enright, Planning Director Rebecca Oldham, Staff Planner File Page 1 of 1 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 • S�T�I.'�D6y6 • North Andover Health Department (ommunity and Economic Development Division Septic System Pumping Records Date: 8/23/16 Address: 476 Great Pond Road Condition of system: Pump chamber flooded Dear Homeowner: Please note that a septic system pumping record dated 7/12/16 and 8/10/16 states that your pump chamber is flooded. This indicates that repairs may need to be performed on your current septic system. Please have your system inspected by a licensed Title 5 inspector as soon as possible. Attached is a list of Title 5 septic inspectors that are permitted through the North Andover Health Department. If you have any questions or concerns,please contact the Health Department at the phone number listed below. Thank you for taking the time to consider the impact this may have on your system as well as the environment. I VaGrasse Director of Public Health Enc: Title 5 inspectors List Page 1 of 1 Ah Andover Health Department, 1600 Osgood Street, Suite 2035 orth Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 'AN Commonwealth of Massachusetts City/Town of RECEIVED System Pumping-Record AUG 15 20116 Form 4 s TOWN OF NORTH ANDOVER DEP has provided this form for use:by local Boards of Health. Other formsW��SA62,Rul the information,must be substantially the same as that provided here. Before usin .this form check with our 9 y local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility. Information r: 1. System Location: Left/Right front of house, Left/Right rear of hous. Left g side of hous Left/ Right side of building, Left/Right front of building, Left/Right rear of building, Under ec c Address MOO= State Zip Code 2. System Owner. Name Address(d different from location) City/Town State- Telephone tateTelephone Number 1 .B. Pgmping Record 1. Date of Pumping Date 2. Quantity Pumped: Gallons i 3. Type of system: ❑ Cesspool(s) ❑ Se tic Tank `^ �❑l Tight Tank P-166h'er(describe): -mac 4. Effluent Tee Filterr p went. es If No❑ Yes .. ❑ y was it cleaned? ❑ Yes ❑ Na ' 5. Condition of System: 6. System Pumped By: Neil.Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. L"S� a contents-were disposed: ., Lowell Waste Water j� Sign a I HaulwU Date t5form4.doc•06/03 System Pumping Record•Page 1 of 1 Commonwealth of Massachusetts Citj/Town of System Pumping.Record r Form 4 �51�1fi y,o Nopttl,% DEP has provided this form for use=by local Boards of Health. Other forms may information'must be substantially the same as that provided here. Before using.this form, chek with your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility. Information 1. System Location: Left/Right front of house, LeftWR1jt rear of housf Left/right side of house, Left/ Right side of building, Left/Right front of buildingRight rear of building, Under deck Address City/Town State Zip Code 2. System Owner. Lccer Name' Address(if different from location) citylrown ' State- Zip Code ; Telephone NVmber B. Pumping Record 1. Date of PumpingDam 2. Quantity Pumped: Gallons 3. 7�'ofsteftsyElCesspool(s) ❑ Septic Tank E] Tight Tank ther(describe): 01A Mh ` a`1 4. Effluent Tee Filter present? ❑ Yes No If yes,was it cleaned? ❑ Yes ❑ No. ' 6. Condition of System: 6; System Pumped By: Neil.Bateson ' F5821 Name Vehicle License Number Bateson Enterprises Inc' Company 7. Location--here contents-were disposed: G L Lowell Waste Water Sign a Haul Date t5form4.doc•08/03 System Pumping Record•Page 9 of 1 oa NORTOI q Town Of North Andover Community Development & Services William J. Scott - r 27 Charles Street Director (978)688-9531 North Andover, Massachusetts 01845 �1 pOnn° rP`,�9 �SSACHU`�ES Fax 978-688-9542 Board of August 30, 2000 Appeals (978) 688-9541 Building Mr. Henry Nassar Department 475 Great Pond Road (978) 688-9545 North Andover, MA 01845 Conservation Department (978)688-9530 Dear Mr.Nassar: Health A Board of Health meeting was held on July 27, 2000. The topic of your tie-in to Department municipal sewer was discussed. (978)688-9540 According to DPW it is impossible to provide a gravity connection to the sewer Public Health on the left side of the house. It appears it is possible to serve the house by gravity Nurse b installing a pipe on the right side of the house then along the back of the house (978)688-9543 Y g p�P g g to the sewer tank. Based on this information, the Board voted unanimously that Planning you tie-in to sewer before the end of December 31, 2000. Department (978)688-9535 If there is a problem you are welcome to appear before the Board at their next meeting which is September 28, 2000. Please feel free to call the office if you have any questions. Sincerely, Sandra Starr,R.S. C.H.O. Health Director TIpINAL����SER TI SEWER/WATER FINAL PLANNING._._. _ I. L � �� --;w � oven o o a� ndover 4 O n V air_ )RIVEWAY ENTRY PERMIT orth;E, a over, Mass., AQ� 193 PERMIT T I LD BOARD OF HEALTH THIS CERTIFIES THAT �•�� BUILDING INSPECTOR •� g �� �j* �� UILD GIN E R has permission totem. ... mldin s on •. Rough • �.�.�. A. to be occupied as...• Chimney Final / provided that the person accepting this permit shall in every respect conform to the terms of the application on file in PLUMBING INSPECTOR this office,and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Rough Buildings in the Town of North Andover. Final VIOLATION of the Zoning or Building Regulations Voids this Permit. - P E R M I E EX P I R E J IN 6 fVi�.a N� I I S ELECTRICAL INSPECTOR UNLESS CON � .,-I-�o� � �; j- OP �� � n Rough Service by Final - ... ... .' +ifX BUILDING INSPECTOR GAS INSPECTOR Oc'cl.tpallct' 6 ' ,` ' :!1 RC'ca !lircf2' IU ( ccl/p.l. 1;111/i/Ill f. Rough Final Display in 'a Conspicu-jus Place on the Premises Do Not Remove Burner FIRE DEPT. ,No Lathing to Be Done Until Inspected and Approved by Smoke Det. U 2���� Buildin Ins ectord1j- 8 P eI / 11. FORM U - LOT RRTF'ASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT: Phone 62-7 0 LOCATION: Assessor's Map Number Parcel Subdivision X Cz 19W,/ Lot(s) . Street t� .� ` 4= St. Number _j ************************Official Use Only************************ RECOM ENDATIONS OF TOWN AGENTS: Date Approved Conservation Administrator Date Rejected Comments - Date Approved Town Planner Date Rejected Comments Date Approved 16)119 e g Health Agent Date Rejected Comments Public Works - sewer/water connections �m /S3 Ue1T1,3� / / sC _D Ib # z driveway pe it Fire Department V-L-, Received by Building Inspector Date PUAhhl �O BOA80 D� . TOWN OF NORTH ANDOVER HAS SAC HU SETTS ULF 79 Z ',2 PV e©Z HORT1r 1 t Any appeal shall be filed � A within (20) days after the date of filing of this Notice �;^S H e��`<y SSACMUSEt in the Office of the Town Clerk. NOTICE OF DECISION Date, September. 29:. 1992. . . , . . . , . . Date of Hearing , September. 15;. 1992 Petition of , Edward & Gayle Nieburger . . . . . . . . . . . . . . . . . . . . . . . . . Premises affected , , , ,476 .Great .Pond Road . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . Referring to the above petition for a special permit from the requirements of the , , North Andover Zoning Bylaw . .Section 4.136.,. Paragraphs 2(b), and 5(b). . . . . . . . . . . . . . . . . so as to permit re&rading.and .construction.within .the .Non disturbance .and Non�dischargE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . buffer zones of the Lake Cochichewick Watershed Protection District. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . After a public hearing given on the above date, the Planning Board voted CONDITIONALLY to QEPBQVZS . . . . . . . .the . . .M Q14L.� Mll . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . based upon the following conditions: cc: Director of Public Works Building Inspector Health Agent/Administrator Signed Assessors Conservation Administrator Georp�e Perna,. . ,&P_4�i Police Chief Fire Chief John Simons . . . . . . . . . . . . . . . . . . . . Applicant Engineer Joseph Mahoney . . . . . . . . . . . . . . . . . File Interested Parties John Draper . . . . . . . . . . . . . . . . . . . . Richard Nardella . . . . . . . .planning � B oard� � � � � � � � Of oonr,, KAREN H.P.NELSON �9 Town of 120 Main Street, 01845 Director NORTH ANDOVER (508) 682-6483 BUILDING CMU9E CONSERVATION DIVISION OF PLANNING PLANNING & COMMUNITY DEVELOPMENT September 29, 1992 Mr. Daniel Long, Town Clerk Town Building 120 Main Street North Andover, MA 01845 Re: 476 Great Pond.Road Special Permit Watershed. District Dear Mr. Long: The Nc_'_rth Andover Planning Beard held a public hearing on September 1.5, 1992, in the Town Building, Selectmen's Meeting Room upon the application of Edward and Gayle Nieburger,2 Sterling Street,Andover, MA,requesting a Special Permit. The hearing was duly advertised in the Lawrence Eagle Tribune on August 31, 1992 and September 7, 1992 and all parties of interest were properly notified. The following members were present: George Perna, Chairman,John Simons, Clerk, John Draper,Joseph Mahoney,Richard Nardella and Richard Rowen, Associate Member. The petitioner was requesting a Special Permit under Section 4.136,Paragraphs 2(b)and 5(b) of the North Andover Zoning Bylaw. The purpose of the Special Permit is for regrading and construction within the Non-disturbance and Non-discharge buffer zones of the Lake Cochichewick Watershed District. The premise affected is located at 476 Great Pond Road, in a Residential 1 (R-1) Zoning District and within the Watershed Protection District. John Simons read the legal notice to open the public hearing. A letter was read from the D.P.W. and David Zaloga, Agent for Coolidge Construction. Richard.Nardellaq uestioned when the sewer would be available in the area.. George Perna stated that there was no contract at the present time. Mr. Perna asked if there was a response for the Board of Health. No response has been received to date. Phil Christiansen, Christian & Sergi, stated that Lot 5 was subdivided. There is a cottage on Lot 6. The applicants would like to renovate that cottage and use the existing septic system for one year. If the sewer does not come up to the property at that time the applicant will tie into the sewer down the road at their cost. 476 Great Pond Road Page 2: Phil Christiansen stated that the Board of Health would not sign off on the Form U. A bond of $5,000 was suggested. Karen H.P. Nelson, Director of Planning & Community Development is to check with D.P.W. on the bonding figure. A draft decision was given to the Board. George Perna stated that if the problems can be resolved between the Board of Health and the applicant, he did not see any problems with the Planning Board. John Simons stated that the Board of Health should review the septic system because of the proximity to the Lake. He would. like feedback from the Board of Health. Phil Christiansen stated that the Board of Health would like the Planning Board to make a decision. An easement for the sewer will be put on the plans. A motion was made by Joseph Mahoney to close the public hearing and approve the decision as discussed. The motion was seconded. by John Draper and voted unanimously by those present. John Simons would like to review the decision before filing. Attached are those conditions. Sincerely, Planning Board George Per , Chairman cc: Director of Public Works Building Inspector Health Agent/Administrator Conservation Administrator Assessors Police Chief Fire Chief Applicant Engineer File. EDWARD AND GAYLE NIEBURGER 476 GREAT POND ROAD LOT 6 SPECIAL PERMIT FOR REGRADING WITHIN THE WATERSHED PROTECTION DISTRICT. ZONING BYLAW, SECTION 4.136 FINDINGS OF FACT• The Planning Board makes the following findings regarding this Special Permit as required by section 4 . 136 of the Zoning Bylaws: 1. The proposed use and site design for this lot are appropriate, due to its location in Town. 2 . Adequate vehicular and pedestrian access into the surrounding site has been provided. 3 . The applicant has met the requirements of the Town for a Special Permit as stated in Section 4 . 136 of the Zoning Bylaw. 4 . Adequate and appropriate facilities will be provided for the proper operation of the proposed use. 5. This application for construction within the Watershed Protection District, Section 4 . 136 of the North Andover Zoning Bylaw, was specifically granted for regrading within the Non-disturbance Zone to Lake Cochichewick. The Planning Board has determined that the regrading and sewer improvements associated with this Special Permit will reduce the potential for contamination to the Town's drinking water supply. The Planning Board finds under Section 4 . 136 of the Zoning Bylaw that the proposed site plan generally complies with the Town Bylaw requirements but requires minor conditions in order to be completely in compliance with Town Bylaws. Upon reaching the above findings, the Planning Board approves this Special Permit based upon the following conditions: SPECIAL CONDITIONS: 1. This decision shall be filed with the North Essex Registry of Deeds. Included as part of this decision are the following plans: Plans entitled: Site Plan of Land in North Andover, Mass. Drawn for: Edward and Gayle Nieburger Drawn By: Christiansen & Sergi 160 Summer Street Haverhill, MA 10830 Dated: August 23, 1992 Final Revision: 2 . The Order of Conditions issued by the North Andover A Conservation Commission, File # 242-620, Shall be considered as part of this decision. 3. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 4. Gas, Telephone, Cable and Electric utilities shall be installed as specified by the respective utility companies. 5. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 6. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 7. Prior to a Certificate of Occupancy being issued for any structures, this site shall have received all necessary permits and approvals from the North Andover Board of Health. (See letter dated 9/25/92) 8. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 9. Any alteration to the approved plans as referenced in condition one (1) shall be submitted to the Planning Board as a modification to this approval. 10. The applicant shall be required to tie into the existing sewer system located within Great Pond Road. The existing Municipal Sewer System is located approximately 480 ' Southwest of the property within the Great Pond Road Right of Way. 11. Prior to the issuance of a Building Permit the applicant shall be required to provide or conform to the following: A. The Division of Public Works shall review and approve the 'proposed sewer line tie-in; B. The applicant shall receive a written determination from the Conservation Administrator that all work being done under the jurisdiction of the Conservation Commission is being satisfactorily performed and maintained. C. All catch basins shall be protected and maintained with hay bales to prevent siltation into the drain lines during construction. 12. Prior to a Certificate of Occupancy being issued for the proposed structure the applicant shall provide or complete the following: A. Construction of the proposed sewer line connection as reviewed and approved by the Division of Public Works; B. The applicant shall receive a written determination from the Conservation Administrator that all work being done under the jurisdiction of the Conservation Commission is being satisfactorily performed and maintained. C. All disturbed area shall be regraded and properly stabilized. cc: Director of Public Works Building Inspector Health Agent/Administrator Assessors Conservation Administrator Police Chief Fire Chief Applicant Engineer File R pORTh Ot . w , 1ti0 3? BOARD OF HEALTH O p It 120 MAIN STREET TEL. 682-6483 �9SS�CHUSE��y NORTH ANDOVER, MASS. 01845 Ext. 32 MEMORANDUM TO: Karen Nelson J FROM: Sandy Starr RE: 476 Great Pond Road DATE: September 25, 1992 Earlier today I visited this site in order to meet with Dave Zaloga and inspect the "septic system" that is purported to exist on the property. When I arrived only builders were present on the lot. I found two small excavated holes in the back yard of the cottage over the cover of a tank in which there was water, possibly of ground water origin, and the end of the tank where a length of Orangeburg pipe protruded. The end of the pipe was not in evidence. I measured from the edge of the second hole over the pipe to the edge of a wet area near the brook in the back of the property. It measured 451 . Without further excavation, there is no way to tell whether there is a leaching area or not. If there is, it is much too close to the brook and, I believe, is actually in the wetlands. I do not feel that it would be in the best interests of the Lake or the Town of North Andover if the Board of Health were to approve this system for use. If an entirely new septic disposal system cannot be installed to the front of the property, then I feel the owners should be required to tie-in to the municipal sewer system before this house is occupied. cc: R. Doucette File ,4ORTN - O�s«ac 3? ° BOARD OF HEALTH o :. p ' 120 MAIN STREET TEL. 682-6483 �SSACMUS6 NORTH ANDOVER, MASS. 01845 Ext. 32 MEMORANDUM TO: Karen Nelson FROM: Sandy Starr RE: 476 Great Pond Road DATE: September 25, 1992 Earlier today I visited this site in order to meet with Dave Zaloga and inspect the "septic system" that is purported to exist on the property. When I arrived only builders were present on the lot. I found two small excavated holes in the back yard of the cottage over the cover of a tank in which there was water, possibly of ground water origin, and the end of the tank where a length of Orangeburg pipe protruded. The end of the pipe was not in evidence. I measured from the edge of the second hole over the pipe to the edge of a wet area near the brook in the back of the property. It measured 451 . Without further excavation, there is no way to tell whether there is a leaching area or not. If there is, it is much too close to the brook and, I believe, is actually in the wetlands. I do not feel that it would be in the best interests of the Lake or the Town of North Andover if the Board of Health were to approve this system for use. If an entirely new septic disposal system cannot be installed to the front of the property, then I feel the owners should be required to tie-in to the municipal sewer system before this house is occupied. cc: R. Doucette File COOLIDGE CONSTRUCTION CO., INC. 401 ANDOVER STREET NORTH ANDOVER, MASSACHUSETTS 01845 (617) 687-0109 Aug,xst 31, 1992 Mr. George Perna, Chairman Planning Board Town of North Andover r. Re : 476 Great Pond Road (Edward & Gayle 1�ie�urger) Dear Mr. Perna, We ask your consideration in resolving the following dilemma: a difficult hardship resulting from a delay in the gravity sewer- extension beginning at the new pumping station on Great Pond Road and continuing eastward toward the country club. This delay has created permit difficulties and in turn financial difficulties. It has taken seven years of delays and postlonements to get to this point. Therefore , we ask ,you to consider the following; proposal: 1) Approve the modifications as shown in the ApF,lication. 2) Allow the signing of the Form U by Planning and by the Health Dept. 3) Allow the use of the existing septic system for a 12 month period beginning from the issue date on the Building/Remodeling Permit. 4) Allow the installation of the approved pumping station and allow the lh" forced main to read-end at the 476 (ir-at Pond Road property line. 5) .Retain a $5,000 surity to insure a curinection to the proposed or the existing gravity sewer. 6) In the event the proposed gravity sewer is delayed further, for more than the stated 12 month jeriod, .,!e will extend the 1Y'2" forced main along tcie shoulder and into the existing sewer in Great Pond Road. Permission to uo this has been granted by the Sewer Dept. (see accompaning letter) 7) Release the surity in total upon the connection of the forced main to the town sewer. Your assistance in this matter is greatly appreciated. If you need further information or have any questions, please call. 7c ' er,ely' David Zaloga, Agen/for Coolidge Construction cc : Chris Huntress, Pl^nning Board Sandy Starr, .Health Department KAREN H.P.NELSON �; TOW\il\ Of 120 Main Street, 01845 Director NORTH ANDOVER (508) 682-6483 BUILDING CONSERVATION DIVISION QF PLANNING PLANNING & COMMUNItY DEVELOPMENT MEMORANDUM TO: Karen H.P. Nelson, Director nPCD FROM: Christian C. Huntress, Tow ! anner DATE: August 27, 1992 RE: 476 Great Pond Road Neiburger Estate Mr. Edward and Gayle Neiburger have submitted plans for renovation of the existing cottage at the above referenced location. This application will require a Special Permit from the Planning Board for regrading and construction within 100 ' of a tributary to Lake Cochichewick. (Section 4. 136 NAZBL) As I will be leaving on September 4th, I would like to see that the following concerns are addressed by the Board at the time of the public hearing. The applicant should be required to provide an adequate sewage disposal system which will satisfy both the Local and State requirements without the necessity of a variance. As this existing system is located only 20 feet from a direct tributary both the Planning Board and Board of Health should be careful of the very real negative impact which could occur to the Town's drinking water supply. In past approvals the Planning Board has required extension of the municipal sewer system at the applicant's expense. Although I would never recommend that unnecessary expense be incurred by an applicant, the Town should consider all possible alternatives for protection of our drinking water supply. Please contact me at your earliest convenience to go over this application in greater detail. cc: Board of Health Planning Board r' ST ' e4 Lf 7 6�(z api 'r ? �^� ?V3 7 _ d--3 k� u •.,� � Z'• ;111 ���� }X I . CN 10 V -1 �. '� F`Y: i� '�� •:4 `t to Y�7 �t. STATEMENT h A -1 DANIEL A. GIARD 130A Appleton Street _ NORTH ANDOVER, MA 01845 DATE Phone 686-7653 .....................................--..........-................... ��..................---...._...LL.............................._........_............................._.................__................................_.......-..._....._....._..................._....._....._................ ..................__._................................._...............-.........................-........._......... ........................._.......................... ...._. _..........................................._................_....._.. _v.............. .................... ...................- ............. .a-...... ................._. TERMS: PLEASE DETACH AND RETURN WITH YOUR REMITTANCE $ DATE INVOICE NUMBER t DESCRIPTION CHARGES CREDITS BALANCE BALANCE FORWARD _...... ..... >� .. ,........... .. ...... . w.. �c-x ._. . ....__. ........... ... _. r . . _..... _ _ ............. __ � a,/9 ...._ . .... ... . _ - � __ _ _ _ _........... ' �7Q DANIEL A. GIARD y/ PAY LAST AMOUNT IN THIS COLUMN PRODUCT IW2 Inc.,Groton,Mass.01471.To Order PHONE TOLL FREE I-800-225-6300 _ T TI of LU EXTE�tJFJ ¢� ccnn t W J SIG f_a HfTUkNED CALF. MILL CALL PHIX:Bp I- I V"TS 7A WAS ❑. URGEM, ❑ ca 6 ❑k BACK f AGAIN ❑ SEE roti ❑ 1!1 AMPAD N0.23-176-40C SETS N0.23-376-200 SETS Y DANA F. PERKINS & ASSOC., INC. �� (�onjuCting enyineer.4 June 1, 1982 Board of Health 120 Main Street North Andover, MA 01845 Attn: Mr. Joseph Cushing Re: Potter Estate 400 Great Pond Road North Andover, Massachusetts Dear Mr. Cushing: Enclosed please find the results of the deep test pits that were excavated on May 25, 1982 at the above-captioned site. Also enclosed is a plan showing the elevations and locations of these deep test pits. Dana F. Perkins & Assoc., Inc. will contact the Board of Health and also Mr. Thomas Clougherty at the Massachusetts Department of Environmental Quality Engineering when we are ready to conduct percolation testing at the above-captioned site as requested by you. Mr. Walter Saxe, the executor of the Potter Estate, will be contacting you in the near future. Mr. Saxe would like to bring you up to date as to the family's wishes for their property. If you have any questions or need further information, please do not hesitate to call our office. Very truly yours, DANA F. PERKINS & ASSOC. , INC. Bernard A. Paquin, P.E. BAP/nj k Enclosures cc: Mr. Walter Saxe Civil O Environmental O Land Surveys 125 Main Street, Box 506, Reading, Mass. 01867 — 944-3060 43 Lakeview Avenue, Box 1322, Lowell, Mass. 01852 — 452-9871 t 4• G August 30, 1982 William St. Hilaire, P.E. Re: Percolation Testing Regional Environmental Engineer Brooks Potter Estate 323 New Boston St. 400 Great Pond Rd. Woburn, Hass. Dana Perkins, Engineer Dear fir. St. ziilaire: `shin Board is scheduling percolation tests for the above mentioned land on Sc-pte::iber 7, 1982 wditg .Dana Perkins Inc. doing the tests. Testing will co:ayience around I P.;4. if you wish to have someone from yotr office witness these tests alone with otir representative. leny truly yours, Julius Kay, M.D. Chairman DANA F. PERKINS & ASSOC., INC. /3 Loneub ng encgineer, Potter Estate Great Pond Road G' North Andover, Massachusetts �1 �V DEEP TEST PIT INFORMATION Test G ound Total Bottom Depth to Water Table No. E ev. Dept Elev. Water Table Elev. Soil Classification T-A 113.7 10.0 103.7 None - 0 - 2'4" Topsoil & Subsoil- Encountered ubsoi1Encountered 2'4"- 5'6" Fine to Medium Grey Sand, Some Silt, Feil Small to Medium Cobbles 5'6"-10'0" Fine to Medium Tan Sand, Some Silt t/ T-B 116.9 10.0 106.9 None - 0 - 2'2" Topsoil & Subsoil Encountered 2'2"-10'0" Fine to Medium Tan tri Brown Sand, Some Silt Few Small to Medium Nestled Cobbles, Few Small Boulders, Mcg>- erately Compacted at Bottom T-C 110.1 10.0 100.1 8.5 101.6 0 - 1'11"Topsoil & Subsoil 1' 11"- 5'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Nestled Cobbles 5'0"- 8'0" Fine to Medium Grey Sand, Some Silt,, Few Small to Medium Cobbles 8'0"-10'0" Fine to Coarse Orange Sand & Gravel, Little Silt, Few Small to / Medium Cobbles T-D 113.8 10.0 103.8 8.83 105.0 0 - 2'0" Topsoil & Subsoil 2'0"-10'0" Fine to Medium Tan Sand, Some Silt, Feer Small to Medium Nestled Cobbles Civil • Environmental • Land Surveys 125 Main Street, Box 506, Reading, Mass. 01867 — 944-3060 43 Lakeview Avenue, Box 1322, Lowell, Mass. 01852 — 452-9871 Z/3 Potter Estate Page 2 of 3 Test Ground Total Bottom Depth to Water Table No Elev. Depth Elev. Water Table Elev. Soil Classification T-E / 106.3 10.0 96.3 8.0 98.3 0 - 2'0" Topsoil & Subsoil 2'0"- 3'10"Fine to Medium Grey Sand, Some Silt 3'10"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles T-F 111.4 10.0 101.4 10.0 101.4 0 - 2'0" Topsoil & Subsoil 2'0"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles T-G 104.8 10.0 94.8 8.0 96.8 0 - 2'2" Topsoil & Subsoil 2'2"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles T-H 110.0 10.0 100.0 10.0 100.0 0 - 2'2" Topsoil & Subsoil 2'2"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles T-I 102.1 10.0 92.1 8.0 94.1 0 - 2'2" Topsoil & Subsoil 2'2"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles T-J 106.6 10.0 96.6 9x2 97.4 0 - 2'6" Topsoil & Subsoil 2'6"-10'0" Fine to Medium Tan & Grey Sand, Some Silt, Few Small to Large Nestled Cobbles T-K 100.4 10.0 90.4 7.5 92.9 0 - 2'2" Topsoil & Subsoil 2'2"-1010" Fine to Medium Tan & Grey Sand, Some Silt, Few Small to Large Nestled Cobbles Potter Estate Page 3 of 3 Test Ground Total Bottom Depth to Water Table No Elev. Depth Elev. Water Table Elev. Soil Classification T-L 103.3 10.0 93.3 8.4 94.9 0 - 2'0" Topsoil & Subsoil 2'0"-10'0" Fine to Medium Tan & Grey Sand, Some Silt, Few Small to Large Nestled Cobbles T-M 123.2 10.0 113.2 9;3" 113.9 0 - 2'6" Fill Material 2'6"- 4'0" Original Ground Topsoil & Subsoil 4'0"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles ✓ /� 0 T-N 123.1 11.0 112.1 Nom- 0 - 5'0" Fill Material Ensouat-er-ed 5'0"- 7'0" Original Ground Topsoil & Subsoil 7'0"-11'0" Fine to Medium Tan Sand, Some Silt, Few Small Cobbles T-0 121.3 12.0 109.3 None - 0 - 5'0" Fill Material Encountered 5'0"- 8'0" Original Ground Topsoil & Subsoil 810"-12'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles T-P 122.0 11.5 110.5 None - 0 - 4'6" Fill Material Encountered 4'6"- 6'0" Original Ground Topsoil & Subsoil 6'0"-11'6" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles Tests were conducted on May 25, 1982 by Bernard A. Paquin, P.E. of Dana F. Perkins & Associates, Inc. Tests were observed by Mr. Joseph Cushing representing the Town of North Andover Board of Health. Note: All test hole elevations based on an assumed bench mark. Bench Mark: right corner on granite slab below shed, elev. = 100.00 Y ?rd of Health _ North. :�ndovar,?4asa . SUBSURFACE DISPOSAL DMGN CHF7Cg LIST -LOT �� DISAPPROVED DATE APPROVID cs s Provided*. Title D FAIL = ie submitted plan must show as a % Reg 2.5 ' z a lot to be served-area,censians lot ,abntters ocation and log deep observation holes-distance to ties on and results percolation tests-distance to ties leaching area + calculations & calculations showing required cation and dimensions of system-including reserve area existing and proposed contours or Io —on any vet areas i.thin 100' of se�sage disposal system selaimer-check wetlands napping sur ce and subsurface drains within 100' of sewage disposal system or disclain-' (i) location any drainage easements thin lA0' of sedge disposal system or disclair'er-Pl arming Board files 3? ja sources of -.a.ter simply within W0' of sewage disposal e00 _ -stem or disclaimer ation-of proposed -,,-elms to serve tot-lo_from itching fac t cation of water lines on prop6rty-10' from leaching facil3 t. location of benchmark t ,,garbage disposals no PVC to be..used in construction s tic 'Profile of -system-elevations of basement, pluab., pipe, distribution box inlets and outlets, distribution field piping as Other elevations _: r) marimam ground -ester elevation in area se�,-ageso sothe stem (•Plan mast be prepared by a Professional.Rngineer professional authorized by lax to prepare such plans Peg 6 Septic Tanks a) capacities-150%' of flow, water. table, tees, depth of tees, access, Pulp—. It ( rcl eanout tC ., 10' from cellar 111- or i grounds ing Pool d) .25' from subsurface drains Re 10.2 Distribution Foxes Reg than 0.08 )` slope greater Reg 10.4 x subsurface Design Check List Page 2 FAIL CK '^ ' Leaching Pits Leaching pits are preferred where the installation is possible Reg 11.2 a) calculations of leaching area-minirm m 500 eq ft 11.11 b) 2acing 11.10 c) rface 2% 11.11 d) cover mate al e) x2 splash pad f) tee elbow g) bends in pipe from d-box to pipe Leachin Fields , Reg 15.1 a) no greater t 20 minutes/inch b) area- 900 sq ft 15.4 c) cons ction of field K' 15.8 d) - ace drainage 2 % 3.7 e) 201 from cellar wa11 or ingrotraid swimming pool L eachinS't��ehes : .Reg 111.1 021culations of leaching area-min 500 sq ft 111.3 �' spacing-11 ft min 6 ft with reserve between 14.4 � c} dimensions 111.6 d) construction 14.7 Q) stone 21 .10 f) surface drainage 2% s. /Downhill Slope a ope y x = to be shown) y/x X 1J = (to be shown) LUMS Reg 9.1 9.6 b) stand-by power s 4 3 i r` z SOIL PROFILE & PERCOLATION TEST DATA North Andover, Mass. Street No �7 Lot No Lpc/Subdiv. Pland Owner Investigator �R'�� �G�/Li.S/S Observer SOIL PROFILE DATES l.Elev 2.rev 3.Elev 4.Elev / .F iP0 0 + 0 0 1 1 1 1 Tiesto Test Pits 2 2 2 2 3 3 3 . 3 _ 5 5 5 5 6 6 6 6 ` 7 = = 7 = 7 7 8 8 8 8 . 9 9 9 9 . lo_. to to Benchmark-'. Location- Elevation_ Datum PERCO;,ATION TESTS DATES Pit Number_ i _ 2 3 4 - Start Saturation=-_ Soak-Minutes_-. —Start e Drop of 3"-Time-. Drop of 6"-Time.. - MOms-lst 3" drop Mins.2nd " -Dro Percolation DANA F. PERKINS & ASSOC., INC. l,onjulting en9ineeri December 20, 1982 Julius Kay, M.D. Chairman Board of Health 120 Main Street N. Andover, MA 01845 Re: Potter Estate 400 Great Pond Road North Andover, Massachusetts Dear Dr. Kay: Enclosed please find the results of the percolation testing that was conducted at the above-captioned site on September 7 and 8, 1982. These tests were observed by Mr. Michael Rosatti of Merrimac Engineering Services, Inc. , representing the Town of North Andover Board of Health. A plan showing the location and elevation of these percolation tests is enclosed. Also shown on this plan is the location and elevation of the deep test pits that were observed by Mr. Joseph Cushing of Gelinas Associates, representing the Town of North Andover Board of Health on May 25, 1982. The results of these deep test pits and a plan showing their location was previously submitted to the Board of Health on June 1, 1982. This information is being submitted to the Board of Health for record purposes. It is our understanding that these soil tests are valid for a period of one year, and that design plans for subsurface sewage disposal systems can be submitted to the Board during that one-year period until September 7, 1983. We have shown on the enclosed plans, in sketch form, the proposed location of the primary disposal area and the reserve area for two possible subsurface sewage disposal systems. The design of the leaching facilities in all probability would be stepped (or terraced) trenches, and the design would be based on a percolation rate of between 25 and 30 minutes per inch. A percolation test was conducted in the primary disposal area and reserve area for each system as shown on the enclosed plan. Depending on the family's wishes for the property, the property may or may not be divided in the foreseeable future. It is our understanding that the family has until this September 7, 1983 date in order to weigh their decision and submit final design plans for the proposed subsurface sewage disposal systems. Civil ® Environmental • Land Surveys 125 Main Street, Box 506, Reading, Mass. 01867 — 944-3060 43 Lakeview Avenue, Box 1322, Lowell, Mass. 01852 — 452-9871 Y � Julius Kay, M.D. -2- December 20, 1982 This information is being submitted to you for record purposes for your files. If there is anything contained in this letter that is in conflict with the Town of North Andover Board of Health Regulations or Title 5 of the Environmental Code, we request and would appreciate you contacting us as soon as conveniently practicable. Very truly yours, /DANA F. PERKINS & ASSOC. , INC. V&�� t� Bernard A. Paquin, P.E. BAP/njk Enclosure cc: Mr. Walter Saxe � L D��AN//��A F. PERKINS & ASSOC., INC. C,onjuI69 en9ineerj Potter Estate Great Pond Road No. Andover, Mass. PERCOLATION TEST INFORMATION Test Ground Depth to Top Percolation Percolation Number Elev. of Perc. Hole Elev. Rate P-A 115.3 2.8 112.5 27 minutes/inch P-B 111. 1 2.8 108.3 33 minutes/inch* P-C 105.8 2.6 103.2 23 minutes 20 seconds/inch P-D 104.0 2.7 101.3 6 minutes/inch P-E 101.8 2.6 99.2 29 minutes 40 seconds/inch* P-F 99.3 2.5 96.8 Greater than 30 minutes/ inch; Test Aborted* *Percolation tests that were presoaked for 4 hours and allowed to swell overnight and retested on the following day. Tests conducted by Bernard A. Paquin, P.E. , on September 7 and 8, 1982. Tests observed by Mr. Michael Rosatti representing the Town of North Andover Board of Health. Civil • Environmental • Land Surveys 125 Main Street, Box 506, Reading, Mass. 01867 — 944-3060 43 Lakeview Avenue, Box 1322, Lowell, Mass. 01852 — 452-9871 , DANA F. PERKINS & ASSOC., INC. (funsulting &9ineeri Potter Estate Great Pond Road North Andover, Massachusetts DEEP TEST PIT INFORMATION Bottom Depth to Water Table Test Ground Total P � No. Elev. Depth_ Elev. Water Table Elev. Soil Classification T-A 113.7 10.0 103.7 None - 0 _ 2'4" Topsoil & Subsoil Encountered 2'4"- 5'6"Fine to Medium Grey Sand, Some Silt, Few Small to Medium Cobbles 5'6"-10'0" Fine to Medium Tan Sand, Some Silt T-B 116.9 10.0 106.9 None - 0 - 2'2" Topsoil & Subsoil Encountered 2'2"-10'0" Fine to Medium Tan to Brown Sand, Some Silt Few Small to Medium Nestled Cobbles, Few .Small Boulders, Mod- erately Compacted at Bottom T-C 110.1 10.0 100.1 8.5 . 101.6 0 - 1'11"Topsoil & Subsoil 1'11"- 510" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Nestled Cobbles 5'0"- 810" Fine to Medium Grey Sand, Some Silt, Few Small to Medium Cobbles 8'0"-1010" Fine to Coarse Orange Sand & Gravel, Little Silt, Few Small to Medium Cobbles T-D 113.8 10.0 103.8 8.83 105.0 0 - 2'0" Topsoil & Subsoil 210"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Nestled Cobbles Civil • Environmental • Land Surveys 125 Main Street, Box 506, Reading, Mass. 01867 — 944-3060 43 Lakeview Avenue, Box 1322, Lowell, Mass. 01852 — 452-9871 Potter Estate Page 2 of 3 Test Ground Total Bottom Depth to Water Table No Elev. Depth Elev. Water Table Elev. Soil Classification T-E 106.3 10.0 96.3 8.0 98.3 0 - 2'0" Topsoil & Subsoil 2'0"- 3'10"Fine to Medium Grey Sand, Some Silt 3'10"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles T-F 111.4 10.0 101.4 10.0 101.4 0 - 210" Topsoil & Subsoil 2'0"-10'0" Fine to Medium Tan - Sand, Some Silt, Few Small to Medium Cobbles T-G 104.8 10.0 94.8 8.0 96.8 0 - 212" Topsoil & Subsoil 2'2"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles T-H 110.0 10.0 100.0 10.0 100.0 0 - 212" Topsoil & Subsoil 212"-1010" Fine to Medium.Tan Sand, Some Silt, Few Small to Medium Cobbles T-I 102.1 10.0 92.1 8.0 94.1 0 - 2'2" Topsoil & Subsoil 2'2"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium. Cobbles T-J 106.6 10.0 96.6 9.2 97.4 0 - 2'6" Topsoil & Subsoil 2'6"-10'0" Fine to Medium Tan & Grey Sand, Some Silt, Few Small to Large Nestled Cobbles T-K 100.4 10.0 90.4 7.5 92.9 0 - 2'2" Topsoil &Subsoil 2'2"-10'0" Fine- to Medium Tan & Grey Sand, Some Silt, Few Small to Large Nestled Cobbles i Potter Estate Page 3 of 3 Test Ground Total Bottom Depth to Water Table No Elev. Depth Elev. Water Table Elev. Soil Classification T-L 103.3 10.0 93.3 8.4 94.9 0 - 2'0" Topsoil & Subsoil 210"-10'0" Fine to Medium Tan & Grey Sand, Some Silt, Few Small to Large Nestled Cobbles T-M 123.2 10.0 113.2 9.3 113.9 0 - 2'6" Fill Material 2'6"- 4'0"Original Ground Topsoil & Subsoil 4'0"-10'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles T-N 123.1 11.0 112.1 None - 0 - 5'0" Fill Material Encountered 510"- 7'0" Original Ground Topsoil & Subsoil 7'0"-11'0" Fine to Medium Tan Sand, Some Silt, Few Small Cobbles T-0 121.3 12.0 109.3 None - 0 - 510" Fill Material . Encountered 5'0"- 8'0" Original Ground Topsoil & Subsoil 810"-12'0" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles T-P 122.0 11.5 110.5 None - 0 - 416" Fill Material Encountered 41611- 610" Original Ground Topsoil & Subsoil 6'0"-11'6" Fine to Medium Tan Sand, Some Silt, Few Small to Medium Cobbles Tests were conducted on May 25, 1982 by Bernard A. Paquin, P.E. of Dana F. Perkins & Associates, Inc. Tests were observed by Mr. Joseph Cushing representing the Town of North Andover Board of Health. Note: All test hole elevations based on an assumed bench mark. Bench Mark: right corner on granite slab below shed, elev. = 100.00 W MH MIN TOWN OF NORTH AN DOVER MAS SACIIUSETTS T NOHTM peasll be filed Any appeal ��;•.e - p ,JS^ 0 within (20) days after the date of filing of this Notice ° In the.Office of the Town NOTICE OF DECISION Clerk. May 29, 1991 Date, May 16, 1991 Date of Hearing Petition Of Edward-&-G71�Ne-burger . . . . . C .. ..._.- -. . . . ._: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . affected -.... .G_re_at PondRoad Premises a Referring to the above petition for a special permit from the requirements Of the North Andover Zoning Bylaw,. .Section 4.136, Para. 5b -. Watershed District . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SO as t0 permit reg ad:ng .within. the.250' buffer , . zoneof Lake Cochickewick•around the foundation of a proposed new house outside the 250' buffer zone and construction of V � lfl! 'Seger' tb'6A1S�in' "Tbtt V 'td ro o'secl' um iri 's stem' bn'Lot'5 'arid ' ' ' � � � J �P P P• P• 9 Y associated grading within 100' buffer zone of wetland resource area within the Watershed After a public }searing given on the above date, the Plaiiiiing Board voted Conditionally toAppXoved. . . . . . . .the . . .Sperja] Permit. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , I bused upon the following conditioiis: cc: Director of Public Works Sighed Board of Public Works Geor ' Highway Surveyor • • • • . i.r.m.a. � . • • • • Building Inspector John Simons, Clerk Board of Health . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • Conservation Commission John Draper Assessors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Police Chief Joseph Mahoney Fire Chief . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Applicant Richard Nardella Engineer . . • . . • • . . � VII �� I � U UU1111U I < TOWN OF NORTH ANDOVER M A S S A C U U S E T T S IJOR f`i _fit "O°'.1�p 11 EaY [ 2 3 3 F l'! 'S1 • 3? p '.I p Any appeal shall be filed +.'sssE`�y within (20) days after the 'date of filing of this Notice NOTICE OF DECISION in the Office of the Town Clerk. Date.MaX A2 ,. 1991. . . . . . . . . . . . . . . . . 6 1991 Date of hearing May. 1. . . . . . . . . . . Petition of Edward & GaXle Nieburger Premises affected 476 Great Pond Road . . . . . . . . . . . . . . . . . . . Referring to the above petition for a special permit from the requirelllellts of the North Andover Zoning. Bylaw,; ,gectioP, q 1 ; ,t�q off, pz�ye�ay. . . . . . . . . . . . . . . . . SO as t0 permit , the,construction,of .a Common drivv-waX.�q .gaiP. �>✓�ESS.to .tWo .(.2). lots. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . After a public hearing given on the above elate, the Plallciillg Board voted Conditionally to APProve the . . . . . . .Special Permit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . bused upon the followhig conditions : cc: Director of Public Works Sigiled Board of Public Works Highway Surveyor George Perna, Jr. , Chairman Building Inspector . . . . ♦ . . . ♦ . . . . . . . . . . . . . . . . . . . . . . . Board of Health John Simons, Clerk Conservation Commission . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Assessors John Draper Police Chief . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fire Chief Joseph Mahoney Applicant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Engineer Richard Nardella Interested Parties, File . . . . . . , . . . . . . . . . .I�1�rrrrrirrrr 12nnr•rl y NOHTh KAREN H.P.NELSON roa Town Of 120 Main Street, 01845 Director ;. 682-6483 508 NORTH ANDOVER ) BUILDING •� `' `° sBCHV°'4 CONSERVATION DIVISION OF PLANNING PLANNING & COMMUNITY DEVELOPMENT May 28 , 1991 Mr. Daniel Long, Town Clerk Town of North Andover 120 Main Street North Andover, MA 01845 Re : Special Permits - 476 Great Pond Road - Watershed District & Common Driveway Dear Mr. Long : The North Andover Planning Board held a public hearing on March 28, 1991 in the Town Hall , Selectmen ' s Meeting Room on the application of Edward and Gayle Nieburger, 476 Great Pond Road, North Andover, requesting a Special Permit in the Lake Cochickewick Watershed Protection District under the provisions of Section 4 . 136 , Para 5b of the North Andover Zoning Bylaws . The public hearing was duly advertised in the North Andover Citizen on March 13 and March 20 , 1991 and all parties of interest were properly notified. The following members were present: George Perna, Chairman, John Draper and Joseph Mahoney. The petitioner is seeking a Special Permit for regrading within the 250 ' buffer zone of lake Cochickewick around the foundation of a proposed single family home located outside the 250 ' buffer zone of the Lake Cochickewick Watershed District. The premises affected is located on the east side of Great Pond Road, known as 476 Great Pond Road in a Residential-1 (R-1 ) Zoning District, also in the Watershed Protection District. Joseph Mahoney, Acting Clerk, read the legal notice to open the public hearing . A motion was made by Joseph Mahoney to continue the public hearing to April 11 , 1991 , due to the lack of a quorum. The motion was seconded by John Draper and voted unanimously by those present. On April 11 , 1991 , the Planning Board continued the public hearing with regard to the application of Ed & Gayle Nieburger for a Special Permit in the Watershed Protection District. Christian Huntress , Town Planner, stated that the Technical Review Committee has minor concerns with the application . The Division of Public Works is concerned with the design of the sewer tie in to Great Pond Road. The sewer connection shall be gravity fed out to the proposed structure to a forced pump located behind the existing cottage . The sewer line shall run across the property of N/F Walter Saxe and the applicant shall be required to secure a written easement across said property. Page 2 : George Perna asked if the forced pump could be redirected or relocated so as to be outside of 100 ' from the tributary to the lake . Christian Huntress stated due to topography of the lot and elevation of the proposed dwelling, the proper location of the pump was shown on the plans . Christian Huntress further stated that the applicant has filed a request for a Special Permit to construct a common driveway to service both lots . That Special Permit shall be opened on April 18, 1991 . A motion was made by Richard Nardella, seconded by Joseph Mahoney, the Planning Board voted to continue the public hearing to April 18, 1991 . On April 18, 1991 , the Planning Board opened the public hearing on the Special Permit for the Common Driveway application. John Simons read the legal notice to open that hearing. The petitioner is requesting was requesting a Special Permit for the construction of a common driveway to gain access to two lots. The premises affected are Lot 5 and Lot 6 , 476 Great Pond Road. Christian Huntress, Town Planner stated that the granting of a Special Permit for a Common Driveway shall eliminate unnecessary construction within the Watershed District. The applicant intends to hold both properties under one ownership but due to the requirements of the Zoning Bylaws, had to split the property into two lots . The common driveway will allow the property to remain as an estate rather than two separate properties . Christian Huntress further stated that the applicant is still awaiting an easement from Walter Saxe for the extension of the sewer line and asked the Board to wait upon granting of the Special Permits until the easement had been secured. A motion was made by John Draper to continue the public hearing on the common driveway as there were issued that still needed to be addressed. The motion was seconded by Joseph Mahoney and voted unanimously by those present. A motion was made by John Draper to continue the public hearing on the Special Permit for the Watershed District. The motion was seconded by Joseph Mahoney and voted unanimously by those present. On April 25 , 1991 the Planning Board held a regular meeting . Christian Huntress, Town Planner, stated that he was waiting for an easement from the applicant. He asked that the Board continue the hearing to the May 16 , 1991 meeting . A motion was made by Joseph Mahoney and seconded by Richard Nardella to continue the public hearing to May 16 , 1991 . The vote was unanimous of those present. On May 16 , 1991 , the Planning Board continued both public hearings for the Special Permits for the Lake Cochickewick Watershed Protection District and for a common driveway. Page 3 : Copies of draft decisions were given to the Board members . John Simons expressed his feelings about being consistent with Special Permits within the Watershed District. He stated that in this case there would not be any building within the Watershed, only grading which is for a future sewer. Members of the Planning Board were in agreement and expressed the need for sewers within the Watershed Protection District. Mr. Nieburger is trying to obtain an easement from his neighbor. A motion was made by John Simons to approve the Special Permit for regrading within the Watershed Protection District for the property at 476 Great Pond Road, Lots 5 and 6 . The motion was seconded by Joseph Mahoney and voted unanimous by those present. A motion was made by John Simons to approve the common driveway special permit for Lots 5 and 6 at 476 Great Pond Road. Christian Huntress brought the Board' s attention to the Fire Chief ' s recommendations on the size of the stone bounds being 8"x8" and not 12"x12" . The motion was seconded by Richard Nardella and voted unanimously by those present. Attached are conditions which were placed on both Special Permits . Sincerely, PLANNING BOARD Georgd D . Perna, Jr. , Chairman CC : Director of Public Works Board of Public Works Highway Surveyor Building Inspector Conservation Commission Board of Health Assessors Police Chief Fire Chief Applicant Engineer File EDWARD AND GAYLE NEIBURGER 476 GREAT POND ROAD LOTS 5 AND 6 SPECIAL PERMIT FOR REGRADING WITHIN THE WATERSHED PROTECTION DISTRICT. ZONING BYLAW, SECTION 4.135 FINDINGS OF FACT: The Planning Board makes the following findings regarding this Special Permit as required by section 4. 135 of the Zoning Bylaws: 1. The proposed use and site design for this lot are appropriate, due to it's location in Town. 2 . Adequate vehicular and pedestrian access into the surrounding site has been provided. 3 . The applicant has met the requirements of the Town for a Special Permit as stated in Section 4 . 135 of the Zoning Bylaw. 4 . Adequate and appropriate facilities will be provided for the proper operation of the proposed use. 5. This application for construction within the Watershed Protection District, Section 4 . 135 of the North Andover Zoning Bylaw, was specifically granted for regrading within the Non-disturbance Zone to Lake Cochichiwick. The Planning Board has determined that the regrading and sewer improvements associated with this Special Permit will reduce the potential for contamination to the town's drinking water supply. The Planning Board finds under Section 4 . 135 of the Zoning Bylaw that the proposed site plan generally complies with the Town Bylaw requirements but requires minor conditions in order to be completely in compliance with Town Bylaws. Upon reaching the above findings, the Planning Board approves this Special Permit based upon the following conditions which shall be submitted to the Board prior to signing the documents to be filed with the North Essex Registry of Deeds. SPECIAL CONDITIONS: 1. This decision shall be filed with the North Essex Registry of Deeds. Included as part of this decision are the following plans: Plans entitled: Site Plan of Land in North Andover, Mass. Drawn for: Edward and Gayle Neiburger Drawn By: Merrimack Engineering Services 66 Park Street Andover, MA 01810 Dated: Jan 23, 1991 Final Revision: Feb. 8, 1991 2 . The Order of Conditions issued by the North Andover Conservation Commission, Dated March 1, 1991, Shall be considered as part of this decision. 3 . The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 4 . Gas, Telephone, Cable and Electric utilities shall be installed as specified by the respective utility companies. 5. All catch basins shall be protected and maintained with hay bales to prevent siltation into the drain lines during construction. 6. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 7 . No underground fuel storage shall be installed except as may be allowed by Town Regulations. 8. Prior to a Certificate of Occupancy being issued for any structures, this site shall have received all necessary permits and approvals from the North Andover Board of Health. 9 . Prior to the Building Permit being issued for the structure and again prior to occupancy of the structure, the applicant shall receive a written determination from the Conservation Administrator that all work being done under the jurisdiction of the Conservation Commission is being satisfactorily performed and maintained. 10. The provisions of this conditional approval shall apply to and be binding upon the applicant, it's employees and all successors and assigns in interest or control. 11. This Special Permit is hereby granted with the understanding that this property will tie into the Town's sewer system located within Great Pond Road. Any alteration to the approved plans as referenced in condition one (1) shall be submitted to the Planning Board as a modification to this approval. 12 . Prior to a Certificate of Occupancy being issued for the proposed structure the applicant shall complete the • II construction of the proposed sewer line connection. 13. The applicant shall secure a written easement agreement for any and all work being done on other property, specifically the installation of the sewer tie-in. These easements shall be approved b the Planning Board prior to the issuance PP Y g P of a Building Permit. The applicant shall submit these easment documents within one year from the date of this conditional Special Permit approval. Should the applicant fail to secure these easements within one year this Special Permit shall be null and void. cc: Director of Public Works Board of Public Works Highway Surveyor Building Inspector Board of Health Assessors Conservation Commission Police Chief Fire Chief Applicant Engineer File EDWARD AND GAYLE NEIBURGER 476 GREAT POND ROAD LOTS 5 AND 6 SPECIAL PERMIT FOR CONSTRUCTION OF A COMMON DRIVEWAY TO SERVICE LOTS 5 AND 6 ON GREAT POND ROAD. The Planning Board makes the following findings regarding the Special Permit Application cited above: FINDINGS OF FACT: 1. The application adheres to the bylaw restriction that no more than two (2) lots be serviced by this common drive. 2 . The specific location of the common driveway is appropriate due to its location. 3 . The design and location will not adversely affect the neighborhood. 4. Adequate standards have been placed on the design which will meet public health and safety concerns. 5. The purpose and intent of the regulations contained in the Zoning Bylaw are met with the Special Permit Application before us. Upon reaching the above findings, the Planning Board approves this Special Permit based upon the following conditions which shall be submitted to the Board prior to signing the documents to be filed with the North Essex Registry of Deeds. SPECIAL CONDITIONS: 1. The Applicant shall place a stone bollard at the entry to the common drive off Great Pond Road. This stone bollard shall have the street numbers of both dwellings engraved on all four sides of the stone. The dimensions of the stone shall be as follows: 8" x 8" x 72" . The stone shall have 48" exposed and 24" buried, and all numbering on the stone shall be 4" in height. This condition is placed upon theapplicant for the purpose of public safety. 2 . Easements pertaining to the rights of access for driveways between the lots involved, and the approved Form A plan, shall be filed with the Registry of Deeds Office prior to the issuance of the building permit for lot 5 or 6 3 . In no instance shall the Applicant's proposed construction be allowed to further impact the site than as proposed on the following plans: Plans entitled: Site Plan of Land I in North Andover, Mass. Drawn for: Edward and Gayle Neiburger Drawn By: Merrimack Engineering Services 66 Park Street Andover, MA 01810 Dated: Jan 23, 1991 Final Revision: Feb. 8, 1991 4. The Determination of Applicability issued by the North Andover Conservation Commission, Dated March 1, 1991, shall be considered as part of this decision. 5. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 6. Gas, Telephone, Cable and Electric utilities shall be installed as specified by the respective utility companies. 7. All catch basins shall be protected and maintained with hay bales to prevent siltation into the drain lines during construction. 8. No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 9. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 10. Prior to a Certificate of Occupancy being issued for any structures, this site shall have received all necessary permits .and approvals from the North Andover Board of Health. 11. Prior to the Building Permit being issued for the structure and again prior to occupancy of the structure, the applicant shall receive a written determination from the Conservation Administrator that all work being done under the jurisdiction of the Conservation Commission is being satisfactorily performed and maintained. 12 . The provisions of this conditional approval shall apply to and be binding upon the applicant, it's employees and all successors and assigns in interest or control. 13. The applicant shall secure a written easement agreement for any and all work being done on other property, specifically the installation of the sewer tie-in. These easements shall be approved by the Planning Board prior to the issuance of a Building Permit. The applicant shall submit these easment documents within one year from the date of this conditional Special Permit approval. Should the applicant fail to secure these easements within one year this Special a • Permit shall be null and void. cc: Director of Public Works Board of Public Works Highway Surveyor Building Inspector Board of Health Assessors Conservation Commission Police Chief Fire Chief Applicant Engineer File DANA F. PERKINS & ASSOC., INC. C,owultiny encyineer9 August 31, 1983 Mr. Julius Kay, M.D. , Chairman Board of Health 120 Main Street North Andover, Massachusetts 01845 RE: Potter Estate 400 Great Pond Road North Andover, Massachusetts Dear Mr. Kay: Dana F. Perkins & Assoc. , Inc. , on behalf of the Potter Estate, has conducted deep test pits for the determination of maximum groundwater elevation and also percolation testing at the above-captioned site. A copy of these tests and plans showing their location with ground elevations has been previously submitted to your office. Based on this testing, there is enough available area to accomodate the sewage flow from two separate new dwelling units. The area is large enough for a prime area for subsurface sewage disposal and also a reserve area for each dwelling unit. Deep test pits and percolation tests have been conducted in both the prime and reserve areas for each proposed dwelling unit. Our client has incurred substantial expenses in order to conduct these deep test pits and percolation tests at this site. It is our understanding, based on conversations with Mr. Michael Rossati, that deep test pits for groundwater determination are acceptable to the town as official tests for a period of two years after the date upon which they were conducted. It is also our understanding that percolation test results are good for an unlimited period of time. Before design plans are finalized for the proposed subsurface sewage disposal systems at the above-captioned site, Dana F. Perkins & Assoc. , Inc. would like to meet with the Board of Health in order to discuss the families' wishes for the property as it relates to the Board of Health regulations. We would like to do this at your next regular meeting. As I understand it, the next meeting would be during the first full week of September. If you would kindly reserve some time for us at your next scheduled meeting it would be greatly appreciated. Please contact our office as to the exact date and time. Very truly yours, DANA F. PERKINS & ASSOC. , INC. BAP/dlb Bernard A. Paquin, P.E. cc: Mr. Walter Saxe Civil • Environmental ® Land Surveys 125 Main Street, Box 506, Reading, Mass. 01867 — 944-3060 43 Lakeview Avenue, Box 1322, Lowell, Mass. 01852 — 452-9871 Sep 21, 1983 ;.1r. jor-hard Paqu-in, P.E. Sana Perkins & Assoc 125 'lain St. Box 5()6 Reading, Vass. Dear_ 'It'. Paquin, This Board considers that percolation test: results or)4a;_ned tnroul '!Z proper applicat� on. and procedures of TitleVJof the State Code an-, local re�,ulations will remain valid for an indefinite period of tire . The .-ollowing provis- ions apply: 1 . Test sites are a'Ole to be relocated in the future 2 . I4o major change in topography occurs in testin- areas. 39 Tests were conducted in proper material aid at proper elevation If you have any questions concernigg this matter, please contact t:Lis office. Yery truly yours , Michael J. Rosati , R.S. Inspector mr;mj /D��AN//��A F. PERKINS & ASSOC., INC. C,onjuCting engineer9 May 31, 1984 Mr. Michael Rosati Board of Health 120 Main Street North Andover, MA 01845 Re: Potter Estate 400 Great Pond Road North Andover, Massachusetts Dear Mr. Rosati: Enclosed please find six (6) sets of revised design plans for the proposed subsurface sewage disposal systems at the above-captioned site. These plans have been revised to show a proposed future house location and septic tank for system A. It is our understanding that based on these revised plans and new information, we will now be able to obtain site system construction permits for system B and system A. Mr. Walter Saxe, Executor of the Potter Estate, will be at the Board of Health office on Friday, June 1st, to fill out whatever applications are necessary to pay the application fees in order to obtain these two permits. If you have any questions or need additional information, please do not hesitate to call our office. Very truly yours, Dana F. Perkins & Assoc. , Inc. Bernard A. Paquin, P.E. BAP/hmk cc: Mr. Walter Saxe Crissman & Soloman, Architects, Inc. Mr. Chase House, Rackemann, Sawyer & Brewster Civil • Environmental • Land Surveys 125 Main Street, Box 506, Reading, Mass. 01867 — 944-3060 43 Lakeview Avenue, Box 1322, Lowell, Mass. 01852 — 452-9871 SOIL PROFILE & PERCOLATION TEST DATA North Ana----- �•_.._ me% - RS4 roA�- �l©L7 l�Q����lo ,�',o T.nt Nn. .i Loc./Subdiv._ �5 `��� '� Plan Owner Investi-gator . ��� C P�4U" Observer,, SOIL PROFILES-DATE I 1' Elev. 2' Elev. 3' 4' Elev. Elev. 0 0 0 0 Ties to Test fits 2 2 2 2 3 3 - 3 3 -- -- �4 4 4 4- -- 5 5 5 5 �® Fa' e 6 6 6 6 - C � 7 7 7 7 8 8- 8 .8 `b �m 9 _ 9 9 9 LO 10 10 10 Benchmark Location Elevation Datum Percolation Tests-Date 8Z Date----- Pit Number 6. 2 3 (C) 4 S Start Saturation 33 . 4L Soak-Mins. I 7 1 /6 /54"w ,�9A.("dt'1N,tj Start Test-Time iSk,N 1 34 8 T2-, 14 7-` 31 Drop of 311-Time - Drop "-Time Dro of 6"-Time z 18 Mins. l st . 3"Drop tia wd 10 KIS Mins . 2nd 3"Drop r;i h 10 K►a- 116 Percolation Rate KIN Mia �O►^N iN � ,� Sd a i5cp Ate" -pea-(,4S !�� /7 Z:oo ON a SJI�.iL ON � SOIL PROFILE & PERCOLATION TEST DATA North Ana----" '• "- Nn_RS�rnsf 400 ljeGLf� f�U T.nt Nn. Loc./Subdiv. , OOeS Plan Owner Investigator . �fE Observers SOIL PROFILES-DATE 3' Elev. TI ? Elev. 3" Elev. 4Elev. '0 0 — 0 0 1 1 1 1 Ties to Test Pits 2 2 2 2 3 3 - 3 3 - -- , 4 4 -- 4 - _ 4 5 5 5 5 1 6 6 6 6 7 7 7 7 8 8" 8 8 9 9 9 9 LO 10 10 10 Benchmark Location Elevation Datum d w%(, w7 SC1 Percolatio`gists-Date ? 8 8z Date----- Pit Number 1 is 2 3 (IF) 4 S Start: Saturation Soak-Mins. ".-I Start Test-Time 5, ig'. 4 Z. � 57 Drop of 311-Time . y o 7-9 tJ 5 Drop of 6"-Time 10 : 31 rt . vg Mins. lst. 3"Dro 3512) f-"1 3 IL� 3 Mins. 2nd 3"Drop 831.3 all I3 Percolation Rate 311M'"���r� 3 3 /w t U ISI IQ..� . �G !:frw+r.�fAse nn Rar_k Board of Health = _ �- 'Nai tr. ,ndover,Yabs• '" s SUBSQRFACE DISPOSAL DEUGN CHECK LIST LO T APPR(N� DM - DISAPPROPED DAT$ a° Reasons: , t Provided: Title D FALLCK Reg 2.5 a submitted plan must shox as a m3 the lot to be served-area,dmensions lot Cabutters b ,location and log deep observation hoes-distance to ties cation and results pereol-ation tests-distance to ties design calculations & calculations ahouing required leaching area �(e),,location and dimensions of system-including reserve area } existing and proposed contours or location any xet areas with ' of sewage disposal system disclaimer-check wetlands napping (h) surface and subsurface drains 14thin 100' of sestage disposal tem or discla3nei' (i) location arty drainage easements thin 100' of serge disposal sy-stem or disclair-er-Planning Board files tsources of �.ater supp1Y vitMn 2001 of stege disposal e _ j) kno�.n stem or disclaim' !1 ,.(k" atio -of-ate groposad -v,'el1-to serve lot-1001 from leaching fac cation of jester lines on property-101 from leaching facility m location of benchmark driTek�ys gage disposals _ (p) no PVC .to be.used in construction i e tic tan - (q} profile of -Sys. em-elevations of basements plumb, P P s Septic distribution box inlets and outlets, distribution field pirin.g an �otler elevations .m . (r}I_may3m ground jester elevation in area sezage disposal system \ ,. `(s) plan roust be prepared by a Professional.Engineer or other professional authorized by lccjr to prepare Such plans : r . Reg 6 Septic Ta*�ks �' 1 (a) capacities-i50%' of flo-K, voter table, tees, depth of tees, access, pumping (b) cleanout lmd ss razing Pool (c) 101 from cellar vall or ingro 4 tV (d) 251 from subsurface drains Distribution Boxes Reg 10.2 )' s ope greater tin 0.08 Reg 10.4 ( v b) suap 'ii 9fibsar `ace Desi Check Liat - t Pae 2 t%}1 FAIL r its Leaching,pits. are preferred where the installation is possible Reg 11.2 a) calculations of leaching area-minim►am 500 eq ft i 11.4 b) spacing { 11.10 c surface, e 2$ 11.11 d.1 cover material e I'x2"A" splash pad f� tete at elbow g) no bends in pipe Brom d-box to pipe i Leaching Fields Reg 15.1 a no greater tine 20.minutes/inch barea-minimum 900 sq ft 15.4 c constructi-on of field 1 15.8 d) sarfacd'*`drainage 2 3.7 e) 201 from cellar -wall or inground swinging pool Leachina Trenches - 'Reg 14.1 -1a) calculations of leaching area-min 500 aq ft -14.3b) spacing-4 ft min 6 ft with reserve between 14.4 '�°c) dimensions - 14.6 d) construction . 14.7 e) stone . 14.1A f) surface drainage 2% Do=h ll S122e s ope y x = to be shown) b) y/x Z 150 = (to be shown) - -i .:Reg 9.1 a} approval v - - 9.6 b) stand-by power