Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - 36 BEAVER BROOK ROAD 4/30/2018 (2)
U) rt ft m North Andover Board of Assessors Public Access of MO pTM �N 9SgACMUg@t Click Seal To Return Search for Parcels Search for Sales Summary Residence Detached Structure Condo Commercial Ili ; 11 1111 ipi Page 1 of 1 r4 , , roperty Record Card Location: 36 BEAVER BROOK ROAD MAHALTI SIAVASH Owner Name: C/O JEFFERY MELLEN Owner Address: 36 BEAVER BROOK ROAD City: NORTH ANDOVER State: MA Zip: 01845 Neighborhood: 8 - 8 Land Area: 1.47 acres Use Code: 101-SNGL-FAM-RES Total Finished Area: 3220 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 646,900 674,900 Building Value: 413,300 441,300 Land Value: 233,600 233,600 Market and Value: 233,600 Chapter Land Value: http://csc-ma.us/PROPAPP/display.do?linkId=1708153&town=NandoverPubAcc 5/19/2011 O O N N 00 o V OOxV) w N J f0 N y m U C U L COCONC. c2WU c O O N } U- Q C 0 d O o T YIr C Lb D @USA? 3 c� ca m - Q.' W W coo to tO O = S M U Q m cu °omcu Q W o U � maU Q U o U Q = X J C to O U' Q O w > C [L Q Q c C � O -i cn r o Q. c g ao�>s -p OO Fu of 0 Na�Nd� m N v N 0 I- M O ; U id m 0 aiiri�Q Jm CO o N c a cc m 'y M O O X t0 �F-HH W O Q O z o 0 C? aLM N Q 0 M O W tG z = J Y J O W >X. a' V Q} m Q W W _i a LL > J J W Q W `_� ym U a) 0 m o Q 12UoA a 0 Q O o Q Q 1- Z H N M M � N N -a -o to J .J Lo i0 N � > N M '_- 1000 0 rrr►!�- Z � z NN _ 0 ` z w (� Q u% J J N O0 SOI N Oo QO Q O LL ? M M Zo z M r +.o 0 vv in y :u ~ ow', 0 C) 0 m m m2u�Q 0000 W Q z �C w m tti v m 000 ( M ll.I J d o CL m S16 M x m d �= :3 0 z U) 04 U a 0 0 � o M ONE M M U) (D V I M ca <6 O> f6 <6 p i'ai�0 w V 00 U ELL CO E ZQ 7inU�p wmc�UQQT d Co LL c L z tO O O O o� N oo t m �++ 6 0 Wo to to M N N>> i a 1 a U. N —� N .. cu LU Q L Q tV Q -= C fl d mMM� O E� N U. ILLcQ CLL L 'dU r N `'06 UL CE o W caac oco �ai�o m V QDH W>- oCL tS N W Of of N T- C4 N Lo i N G .fir U) a X fC.LL cr M uj 'Ch' E yttLL @L co tL6� GO b 0 f6 ICY ��_ 00 a� ,,, �vmmm I- MUi=WmYW mm0 m N CD 2C7�l 0C4XLLL 0 d 2.Z T a H U X03 0 c m CLC W iUoc°� =u. Cc 0w2LL M, 5412 Town of North Andover HEALTH DEPARTMENT ,s3 CNUStt CHECK #: /O��/ DATE: LOCATION: H/O NAME: NAME: Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service - Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal (Septic) Hauler f$ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: ❑ Septic - Soil Testing $ ❑ Septic - Design Approval $ ❑ Septic Disposal Works Construction (DWC) $ ❑ Septic Disposal Works Installers (DWI) $ ❑ Title Slnspector $ yj itle 5 Report ❑ Other. (Indicate) $ 1-7 Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer Owner information is required for every page. Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. � tab retwn Commonwet°Ith. of Massachusetts Title 5 Official Inspection Fr%rN- Subsurface Sewage Disposal System P--- 36 Beaver Brook Road Property Address Jeffrey and Nancy Mellen,.-------- rio Owner's Name North Andover City/Town Inspection results must be submit way. Please see completeness the A. General Information 1. Inspector: _James D Aguiar Jr. Name of Inspector Tri:Spec Corporation Company Name 1779 Meridian Street Company Address Fall River _ City/Town 508-676-7784 Telephone Number B. Certification A�0,'e f" epVk Z MA State 4332 License Number RECEIVEEF 'UN -' - Id0- Till . olv�p ly )ection t altered in any 02720 Zip Code I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 5/28/2_011 Inspecto Si n Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. / nn t5ins • 09108 Title 5 Official Inspection Form. Subsurface Sewage Disposal System • Page 1 of 1 Owner information is required for every page. Commonweelth.of Massachusetts RE71V Title 5 Official Inspection Form JUNSubsurface Sewage Disposal System Form - Not for Voluntary Assess ents 36 Beaver Brook_ Road_ _ Property Address Jeffrey and Nancy Mellen____ Owner's Name North Andover City/Town MA 01845 State Zip Code TOWN OFNflf�fip� Hp V�F2 EALTH_�Ep�1 fi 5/26/2011 1 Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important: A. General Information When filling out forms on the computer, use 1. Inspector: only the tab key to move your James D Aguiar Jr. cursor - do not --..—. _ - Name of Inspector use the return key. Tri -Spec Corporation Company Name rab 17_79 Meridian Street Company Address Fall River erum City/Town 508-67_6-7784 _ Telephone Number B. Certification MA — 02720 State Zip Code 4332 License Number I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 5/2_8_/2011 Inspecto Si n .. a — —-- - - - Date ------ --- The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. v � t51ns • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 1 of 1 Owner information is required for every page. Commonwealth,of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 36 Beaver Brook Road Property Address Jeffrey and Nancy Mellen Owner's Name North Andover MA 01845 City/Town State Zip Code B. Certification (cont.) 5/26/2011 Date of Inspection Inspection Summary: Check A,B,C,D or E / always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: *system_appears to be functioning properly _ B) System Conditionally Passes: ❑ One or more system components as described in the "Conditio al Pass" section need to be replaced or repaired. The system, upon completion of the r acement or repair, as approved by the Board of Health, will pass. Check the box for "yes", "no" or "not determined" (Y, N�QD) for the following statements. If "not determined," please explain. � The septic tank is metal and over 20 years old* r the septic tank (whether metal or not) is structurally unsound, exhibits substantial infi ation or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is r placed with a complying septic tank as approved by the Board of Health. * A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the taa'rik is less than 20 years old is available. ❑ Y ❑ N ,© ND (Explain below): t5ms • 09/08 Title 5 Official jInspection Form: Subsurface Sewage Disposal System • Page 2 of 2 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 36 Beaver Brook Road Property Address Jeffrey and Nanc Mellen _ _ _ - Owner's Name .North Andover MA 01845 5/26/2011 City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ f ND (Explain below): ❑ The system required pumping more t n 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if (with proval of the Board of Health): ❑ broken pipe(s) are repl ed ❑ Y F -1N ❑ ND (Explain below): F-1obstructionis removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functi ning in a manner which will protect public health, safety and the environment: El Cesspool or privy is within, 0 feet of a surface water El Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins • 09108 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 3 of 3 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 36 Beaver Brook Road _ Property Address Jeffrey and Nan _c_y Mellen Owner's Name North Andover _ City/Town B. Certification (cont.) MA 01845 5/26/2011 State Zip Code Date of Inspection 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surfac water supply. F-1Thesystem has a septic tank and SAS and the SAS i ithin a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the S is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SA Is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: ** This system passes if the well water ana sis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presen e of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no othe ailure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or "No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 4 of 4 ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either "yes" or "no" each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 4 feet of a surface drinking water supply ❑ ❑ the system is witKin 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system i 'located in a nitrogen sensitive area (Interim Wellhead Protection Area — IW A) or a mapped Zone II of a public water supply well If you have answered "yes",1:4 any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins • 09/06 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 5 of 5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 36 Beaver Brook Road Property Address Jeffrey and Nancy Mellen Owner Owner's Name information is required for North Andover ----- ___..-- --- -- .---- MA 01845 5/26/2011 -- — -----...-.. -- -- every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ Z Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either "yes" or "no" each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 4 feet of a surface drinking water supply ❑ ❑ the system is witKin 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system i 'located in a nitrogen sensitive area (Interim Wellhead Protection Area — IW A) or a mapped Zone II of a public water supply well If you have answered "yes",1:4 any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins • 09/06 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 5 of 5 Commonwealth of Massachusetts _ W Title 5 Official Inspection Form e % a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 36 Beaver Brook Road 5/26/2011 Date of Inspection Check if the following have been done. You must indicate "yes" or "no" as to each of the following: Yes No ® ❑ Property Address ❑ ® Jeffrey and Nancy Mellen Owner Owner's Name information is North AndMA 01845 Andover required for - ---over ---------- — ----- -- - every page. City/Town State Zip Code C. Checklist 5/26/2011 Date of Inspection Check if the following have been done. You must indicate "yes" or "no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner (and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 - - Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms): 440 GPD t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 6 of 6 Commonwealth of Massachusetts _ W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 36 Beaver. Brook Road Property Address Jeffrey and Nancy Mellen Owner Owner's Name information is required forNorth Andover - MA 01845 5/26/2011 ------------------------------- -- -- — every page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? Is laundry on a separate sewage system? [if yes separate inspection required] Laundry system inspected? Seasonal use? Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? Last date of occupancy: Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.Xc. Basis of design flow (seats/persons/s Grease trap present? Industrial waste holding tank present? Non -sanitary waste discharged to the Title 5 system? Water meter readings, if available: Gallons per day (gpd) ® Yes ❑ No ❑ Yes ® No ❑ Yes ® No ❑ Yes ® No 315 GPD ❑ Yes ® No current Date ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No 15ins • 09/08 Title 5 Official Inspection Form. Subsurface Sewage Disposal System • Page 7 of 7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments / 36 Beaver Brook Road Property Address Jeffrey and Nancy [Aellen _ Owner Owner's Name information is required forNorth Andover MA.--..-. 01845 5/26/2011 ------- --- -- – —--- ------ every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Other (describe below): Pumping Records: Source of information: General Information Was system pumped as part of the inspection? If yes, volume pumped.- How umped:How was quantity pumped determined? Reason for pumping: Date homeowner last pumped in 2010' gallons Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other (describe): t51ns • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 8 of 8 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a� 36 Beaver Brook Road Property Address Jeffrey and NancvMellen Owner Owner's Name information is North Andover MA 01845 5/26/2011 required for -------- -------...-- -- -- — — ----- ---- every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 12years - home constructed in aloprox. 1999' 9 feet n/a 1��0041 is ance rom privy e wa er supe y we or suc ion feet Comments (on condition of joints, venting, evidence of leakage, etc.): *ok - please note there are 2 floor grade plumbing fixture pumps located in the basement floor, both aooeared to be functional Were sewage odors detected when arriving at the site? Building Sewer (locate on site plan): Depth below grade: Material of construction: El cast iron ® 40 PVC F-1other(explain): D t f ' t t I II t' I' ine. Septic Tank (locate on site plan): Depth below grade: Material of construction: ® concrete ❑ metal 1 feet ❑ fiberglass ❑ polyethylene ❑ other (explain) If tank is metal, list age: — years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Gal (pical) 4" Sludge depth: — t5ins • 09/08 Title 5 Official Inspection Form. Subsurface Sewage Disposal System • Page 9 of 9 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 36 Beaver Brook Road Property Address Jeffry and Nancy Mellen Owner Owner's Name information is North Andover MA 01845 5/26/2011 required for -- — --- -- — -- ---- every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 20'_ Scum thickness 2" Distancefrom top of scum to top of outlet tee or baffle $ ---- -- Distance from bottom of scum to bottom of outlet tee or baffle 14" How were dimensions determined? visual -field op le Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): `ok Grease Trap (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal feet ❑ fiber�Ss ❑ polyethylene ❑ other (explain): Dimensions: Scum thickness Distance from topof sc •( to top of outlet tee or baffle Distance from bott of scum to bottom of outlet tee or baffle Date of last pumping: t5ins • 09108 Date Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 10 of 10 Owner information is required for every page. Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 36 Beaver Brook Road Property Address Jeffrey and Nancy Mellen Owner's Name North Andover _ _ MA 0_1845 5/26/2011 City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other (explain).- Tight explain): Dimensions. Capacity: Design Flow: Alarm present: Alarm level Date of last pumping: Comments (condition of gallons per day ❑ Yes ❑ No - - — – Alarm in working order: ❑ Yes ❑ No / Date and float switches, etc.): Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No 15,ns • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 11 of 11 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 36 Beaver Brook Road Property Address Jie frey_and Nancy Mellen Owner Owner's Name information is required forNorth-Andover MA _01845 5/26/2011 –-----— --- - ------ -- --- every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert normal Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): *ok Pump Chamber (locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump ch er, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5,ns • 09/08 Title 5 Official Inspection Form. Subsurface Sewage Disposal System • Page 12 of 12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �C o 36 Beaver Brook Road Property Address Jeffrey and Nancy Mellen Owner Owner's Name information is required for North Andover MA— 01845 5/26/2011 —--------------------- --------------- every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type ❑ leaching pits number: - ❑ leaching chambers number: ® leaching galleries number: 12 -4'X 8'--- ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: - ----—- Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, wok Cesspools (cesspool must be pumped as part of inspection) (locate on site plan).- Number lan):Number and configuration Depth – top of liquid to inlet invert - Depth of solids layer -- - Depth of scum layer Dimensions of cesspool Materials of construc ion ----- Indication of groundwater inflow ❑ Yes ❑ No 15ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 13 of 13 <�N� Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments / a--- a V�, 36 Beaver Brook Road _ __------ __ Property Address Jeffry and Nancy Mellen - ---- ---- -- - - ---------- ---.._ -- ------._._...--- Owner Owner's Name information is Nth Andover MA 01845 5/26/2011 North required for _ r -- — — -- every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs etc.): raulic failure, level of ponding, condition of vegetation, sins • 09108 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 14 of 14 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 36 Beaver Brook Road _ Property Address Jeffrey and Nancy Mellen ----- Owner ----- — ---_ ------------ ----- ----- - — Owner's Name information is required forNorth-Andover —eMA 01845 5/26/2011 ------— --------------__ - -- --- -.. — every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand -sketch in the area below ® drawing attached separately t51ns • 09108 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 15 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form - Not for Voluntary Assessments \e 36 Beaver Brook Road D. System Information (cont.) Site Exam: ® Property Address ® Jeffrey and Nancy_Mellen Owner Owner's Name information is North Andover required for every page. City/Town D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells MA 0_1845 _ State Zip Code 5/26/2011 Date of Inspection Estimated depth to high ground water: 3' fromoriginal grade feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record IF, If checked, date of design plan reviewed: 6/1999'_ Date Observed site (abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health - explain: records research ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database - explain: You must describe how you established the high ground water elevation: *home has been constructed in an elevated manner to ensurerp oper groundwater seperation Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 16 of 16 Commonwealth of Massachusetts W6 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 36 Beaver Brook Road Property Address Jeffrey and Nancy Mellen _ _ Owner Owner's Name information is North Andover MA 01845 5/26/2011 required for --------... ------ - -- — - - - --- - --- — --- — — - every page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary. A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information — Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins • 09/08 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 17 of 17 0 .0 OT, ,A no, RESERIVE ` AREA I.% - , . , T 45' 4 PT 3 A. p 11-3A T 1500 GALLOI� D-Blox Epr/C IANK 7 PT TP- 1 -2 12J .00 P- 13-2 p 3-4 fr k2 PLAN -2 11 BEN SP/) ELL i3ow�s--�, a a1 ►Q q 8' 194 BOSTON STREET -RE VEST FOR OUT -OF SEASON TESTING John Morin of Neve Associates appeared to request soils tests out of season for this failed septic system since the owner has been transferred. A brief discussion ensued, after which: On a motion by Dr. MacMillan, the Board voted to allow oat -of -season testing at 194 Boston Street. CATHERINE MICHAVT Q - MASSAGE LICENSE Nis. Starr gave a summary of the history of this establishment: In July of 1997 they were notified that they were in violation of the North Andover Massage Regulations since there was an unlicensed massage therapist working in the establishment. A letter was sent requiring the massage therapist to apply for a license and the management was notified that they stood to lose their massage establishment license if there was another violation. They responded appropriately. In December of 1997 the department received notification that the licensed therapist was no longer working at Catherine Michael's, but that massages were still being offered - by unlicensed personnel. At the December 18th meeting of the Board of Health, the Board voted not to renew their establishment license because of the violations. On January 2nd a letter was received requesting an appearance before the Board. After a lengthy discussion the Board decided to allow a re-application for an establishment license after April I st, 1998. LOT 13 EVERGREEN ESTATES - VARIANCE TO WETLANDS Philip Christiansen and Daniel O'Connell appeared to request a variance to less than 100' to wetlands. Mr. Christiansen related the circumstances of the excavation of the septic system bed bottom to determine whether the site was suitable for a septic system. The location was found to be unsuitable due to ledge and bedrock. New plans were designed and the system has been re -located on the lot. However, the new location brings the system within 100 feet of a wetland which has been certified a vernal pool by DEP. Title 5 states that if a system can be shown to be downgradient hydraulically from the vernal pool, that a variance can be given. Mr. Christiansen stated that the system does, in fact, exist down -gradient from the vernal pool and requested that a variance allowing 75 feet to wetlands be given. A letter from Conservation Administrator, Michael Howard, requested the Board of Health to maintain the full 100 -#bot distance to wetlands. Ms. Starr stated that at this point the plans as designed could not be approved because of violations. After a lengthy discussion it was agreed to allow the engineer to appear at the next Board of Health meeting when the full Board would be present. 122 BOXFORD STREET Mr. Wilfred Chaput, owner of 122 Boxford Street, explained that he wants to sell his house but the mortgage company will not lend any money until he has approved septic plans. Mr. Chaput was to have been represented this evening by S & W Land Tech, but they did not show up. Ms. Starr explained the situation on the property, pointing out the various wetlands, the steep slope in the area, the location of the well and the difficulty of locating the new septic system anywhere on the lot except as shown on the design. The variances requested were the depth to groundwater - from 4 feet to 3 feet, distance to wetlands from 100 feet to 52 feet and the separation between trenches - from 6 feet to 4 feet. On a motion by Dr. MacMillan, the Board voted to grant the three variances. AS -BUILT CHECKLIST Ll---- LOT NUMBER, STREET NAME ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION LOCATIONS OF WELLS, DRAINS, WATERCOURSES WITHIN 150' OF SYSTEM LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE —we-l"I DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK & D -BOX ORIGINAL STAMP & SIGNATURE _ IMPERVIOUS AREAS - DRIVEWAYS, ETC. ✓ NORTH ARROW LOCATION & ELEVATIONS OF BENCHMARK USED ASSESSORS MAP & PARCEL NUMBER LOT LINES & LOCATION OF DWELLINGS LOCATIONS & DIMENSIONS OF SYSTEM, INCLUDING RESERVE TIES TO LOT LINES & DWELLING, WELLS a. FROM SEPTIC TANK b. FROM LEACH AREA LOCATIONS OF DEEP HOLES & PERC TESTS ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION LOCATIONS OF WELLS, DRAINS, WATERCOURSES WITHIN 150' OF SYSTEM LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE —we-l"I DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK & D -BOX ORIGINAL STAMP & SIGNATURE _ IMPERVIOUS AREAS - DRIVEWAYS, ETC. ✓ NORTH ARROW LOCATION & ELEVATIONS OF BENCHMARK USED CKq FORM U - LOT RELEASE FORM cutiS�i1 ��` xaq �. �3 --r9 INSTRUCTIONS: This form is used to verify that all necessary approvals/permitsfrorr Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. nAFFLI ANT FILLS OUT THIS SECTION*********************** S APPLICANT SIrAJAS14 M(N1} NryT � LOCATION: Assessor's Map Number ct STREET_ ,36 e6TcVl'" L '91L0Z)1L PHONE k (� I `] PARCEL --�-cry--_ ST. NUMBER 3' , *****************************************OFFICIAL USE RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR COMMENTS TOWN PLANNER COMMENTS FOOD INSPECTOR -HEALTH .SEPTIC INSPECTOR -HEALTH COMMENTS 6)-e(2� L, DATE APPROVE=D DATE REJECTED DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED DATE APPROVED 1(0 0 DATE REJECTED PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTO Revised 9\97 jm TE M WF- I I , LOT 13 102.4' 32' 0 �w 1_ =2i 7 0 Cxls�q '-c K I a J to 1.4+, QA -1 `'v � P^0�s, V /` leVv- - BEA VER BROOK ROAD FOUNDA TION LOCA TION PLAN canv7 7HAT 7w PRBURY STRUCTURE SNDWN CWroaff 7O 7HE HORUWTAL SEBACIC REDWRSfiN 5 OF THE LOCAL APPL/C — zONwc CLIENT: J.BARBAGALLO 7741S CERIMCAT10N IS MADE AND LIMITED TO THE ABOVE CLIENT. LOCATION. -LOT 13 "EVERGREEN ESTATES" NORTH ANDOVER,MA. SCALE. 1 "=80' DA TE. 5/27/99 uws er-w EFFECT Hav wucTEa (THIS CE8TIFICATM DOES NOT CONSIDER ANY OTHER RESTRICTIONS SUCH AS C0YENAMWETLAMMfASE7MWM ORDERS OF COMM"OMEM) THIS DRAWINC SMALL NOT BE USED BY 7HE CLOW FDR ANY PURPOSE OTHER THAN THAT 0WUNEO ABOWDCEPT WUM THE WWTMV PEWSSI )N OF CHR1 UMSEM & SEW INC. FURTHERMORE THIS DRAWING IS THE COPVRK.7M PROPERTY OF MUST MaW & SEW INC. MID AM' UNAUTIMCMD USE IS PRdWBIIED.CHIP/57LINSEIV & SERC/ TAKES NO RE&vAmBIUTY FDR IHE WWU)fIORT�D USE OF TlW DRAM?NG OR ANY INFOR- MA7IOM COMTA/NED IIEREM -AAA- e.. _ CHRIS TIANSEN & SERGI �" WYM 150 SUMMER Sr IUAYERHILI.A" 01630 TEL SM -373-0.310 Q 1589 BY CHl�S MSEN h SERB INC. -jA OF qs �MICH � DWG. NO.: 94036076 wF-:-2 WF -3 WF -4 lk WF - W -8 WF 6•r so_ 102.4' 32' 0 �w 1_ =2i 7 0 Cxls�q '-c K I a J to 1.4+, QA -1 `'v � P^0�s, V /` leVv- - BEA VER BROOK ROAD FOUNDA TION LOCA TION PLAN canv7 7HAT 7w PRBURY STRUCTURE SNDWN CWroaff 7O 7HE HORUWTAL SEBACIC REDWRSfiN 5 OF THE LOCAL APPL/C — zONwc CLIENT: J.BARBAGALLO 7741S CERIMCAT10N IS MADE AND LIMITED TO THE ABOVE CLIENT. LOCATION. -LOT 13 "EVERGREEN ESTATES" NORTH ANDOVER,MA. SCALE. 1 "=80' DA TE. 5/27/99 uws er-w EFFECT Hav wucTEa (THIS CE8TIFICATM DOES NOT CONSIDER ANY OTHER RESTRICTIONS SUCH AS C0YENAMWETLAMMfASE7MWM ORDERS OF COMM"OMEM) THIS DRAWINC SMALL NOT BE USED BY 7HE CLOW FDR ANY PURPOSE OTHER THAN THAT 0WUNEO ABOWDCEPT WUM THE WWTMV PEWSSI )N OF CHR1 UMSEM & SEW INC. FURTHERMORE THIS DRAWING IS THE COPVRK.7M PROPERTY OF MUST MaW & SEW INC. MID AM' UNAUTIMCMD USE IS PRdWBIIED.CHIP/57LINSEIV & SERC/ TAKES NO RE&vAmBIUTY FDR IHE WWU)fIORT�D USE OF TlW DRAM?NG OR ANY INFOR- MA7IOM COMTA/NED IIEREM -AAA- e.. _ CHRIS TIANSEN & SERGI �" WYM 150 SUMMER Sr IUAYERHILI.A" 01630 TEL SM -373-0.310 Q 1589 BY CHl�S MSEN h SERB INC. -jA OF qs �MICH � DWG. NO.: 94036076 TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE: 8/25/00 This is to certify that the individual subsurface disposal system constructed (X ) or repaired ( ) by Dave Maynard at Lot 13 Evergreen 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 satisfactorily. Board of Health Inspector TOWN OF `NORTH A_.NDO"v-ER S51WAGE DISPOS_kL SYSTEM INSTALLATION CERTLFICATION the underslzne_ herebv cendty u`1at the Sewage Disposal SYstern C�P,rT�1Cte�; ( } repaired' by / iccated at �T/ %>�rc was installed in ccnfcr_rance with the Nc, h, A zdever Ecard of -Herith aperoved =lain, Svstetn Desi Ftr—md: datedD wz*.�h an approved desi?z: `lotiv of `a fors day. The used vera tr.. ,- nr aac: 'With these soec.3ed on the acp;, play.; the sy stean was installed in acccrdaace with the prcv.siens of 3 10 CySR 15.000, Title 5 and local re`uiawons, and the final grading agrees ssostattialy with the approved plan. All work is accurately recreserted on the As -b t watch has been s�br=tted to tfe Beard of Health. Bed irspec ion no e;rese.^.ta.ive F:rall inspection date: Z3 MCV.7.., Z L.staler: Design S .. ..pi eS..n ... Daza: Date 2.e>C.-o 19 Town of North Andover E NORTH , OFFICE OF 3� ° COMMUNITY DEVELOPMENT AND SERVICES ° ►. 30 School Street ' 2 r " North Andover, Massachusetts 01845 �''9`°•,rlo��P"'�t` WILLIAM J. SCOTT SSACHUSE Director March 2, 1998 Christiansen & Sergi, Inc. 160 Summer Street Haverhill, MA 01830 RE: Lot 13 Evergreen Estates Dear Mr. Christiansen: This letter comes to confirm that at their recent regularly scheduled meeting on February 26, 1998, the North Andover Board of Health granted a waiver to the Town of North Andover Minimum Requirement for the Subsurface Disposal of Sanitary Sewage Section 5.02, Distances, to permit a minimum of 75 feet to wetlands for a septic system on Lot 13 Beaverbrook Road, Evergreen Estates. If you have any questions, please do not hesitate to call the Health Department. Sincerely, Sandra Starr, R.S. Health Administrator Cc: DECM Essex M. Howard, NACC Adm. W. Scott, Dir. CD&S File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES WILLIAM J. SCOTT Director April 29, 1998 Christiansen & Sergi 160 Summer Street Haverhill, MA 01830 30 School Street North Andover, Massachusetts 01845 RE: Lot 3 Windkist Farm Lot 13 Evergreen Estates Dear Phil: This letter is to inform you that the proposed septic plans for Lot 3 Windkist Farm Road have been denied because the line from the house to the tank must be a straight line. The proposed plans for lot 13 Evergreen Estates have been denied because the flow calculations were based on twenty minutes per inch instead of 25 minutes per inch. If you have any questions, please do not hesitate to call the Board of Health office at the number below. Sincerely, Sandra Starr, R.S. Health Administrator cc: Wm. Scott, Dir. CD&S Bill Barrett DECM Essex File 'ED BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 t CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET HAVERHILL, MASSACHUSETTS 01830-6318 (508) 373-0310 FAX: (508) 372-3960 January 19, 1998 Ms. Sandra Starr Town of North Andover Health Administrator 30 School Street North Andover, MA 01845 Re: Lot 13 Beaver Brook Road (Evergreen Estates) Dear Ms. Starr: On behalf of my client, D.E.C.M. Essex, Inc. I hereby request a variance from Section 5.02 of the Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. Specifically, a variance is requested to allow for the construction of a leaching facility at a distance of 75 feet from a Bordering Vegetated Wetland. As you recall, during the excavation of the topsoil and subsoil from the leaching area of the previously approved subsurface disposal system for this lot, broken rock or ledge was encountered at the end of the excavation closest to Beaver Brook Road. Because of this, we have prepared a revised set of design plans for the disposal system. The revised design consists of an 839 square foot leaching gallery that is located further back on the lot to avoid the area of unsuitable materials. As a result, the proposed leaching facility is located within 76 feet of the Bordering Vegetated Wetland located in the center portion of the lot. Due to the fact that a Certified Vernal Pool is located within the boundaries of the Bordering Vegetated Wetland from which the setback variance is sought, we have provided a Cross Section of the lot and the downgradient area to illustrate that the location of the soil absorption system is hydraulically downgradient of the vernal pool. Simply put, the usual winter/spring standing water elevation within the wetland area is significantly higher than the elevation of the seasonal high groundwater in the area of the soil absorption system. The standing water elevation was recorded at elevation 128.9 feet at the time when the aerial photographs were taken for topographic survey for the project. The estimated seasonal high groundwater elevation determined for Test Pit 13-1 was at elevation 126.7 feet. The bottom elevation of the topographical depression at the location of the proposed soil absorption system was determined to be 128.1 feet (prior to any ground disturbance). Since there is no evidence of any standing water in the depression, even during times when the ponded water elevation in the wetlands is at an elevation above the bottom elevation of the depression, the depression (and therefore the area of the soil absorption system) must be hydraulically downgradient from the Vernal Pool. To further illustrate this point, the aforementioned excavation of the topsoil and subsoil in the area was dug several feet below the level of the ponded water in the wetland, and the soil was clearly not inundated with groundwater, as it would have to have been if it was located hydraulically upgradient of the vernal pool. This being the case, the required setback between the soil absorption system and the Certified Vernal Pool is 50 feet, according to 310 CMR 15.211 [2]. The proposed design results in an offset of 76 feet. Enclosed are three sets of the revised design plan for the lot. Please call me if you have any questions regarding this matter. JAN -15-98 THU 11:34 PM P.01 D.E.C.M. ESSEX, INC. Jan. 15, 1998 660 Rogers st. Lowell, MA 01852 No. Andover Board of Health No. Andover, Massachusetts Re: Evergreen Estates No. Andover, MA, Dear Board Members: Please schedule me for a hearing before the Board of Health at the January 22, 1998 meeting for the purpose of reviewing a revised septic design and variance for Lot 13 Evergreen Estates and also for the purpose of discussing other lots. Thank you. V truly yours, Roland A. Couillard Town of North Andover Of tORTPI , OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES 30 School Street 4L ^, North Andover, Massachusetts 01845 S�cMuse��� WILLIAM J. SCOTT Director January 8, 1998 Mr. Phil Christiansen, P.E. Christiansen & Sergi, Inc. 160 Summer Street Haverhill, MA 01830 RE: Lot #13 Beaver Brook Road (DEP #242-894). Dear Phil: As you may be aware, the North Andover Conservation Commission (NACC) issued an Order of Conditions on 1/8/98 authorizing single family dwelling construction on Lot # 13 Beaver Brook Road. It is my understanding that recent field testing with the Board of Health may result in a revised site design whereas the subsurface sewage disposal system would be re- located within the 100' Buffer Zone. Construction of the system (versus design and functionality) would in turn fall under the jurisdiction of the NACC. Condition #20 requires the applicant to submit revised plans to the Commission if there are any deviations from the original submittal. Once the appeal period has expired and after the Order of Conditions has been recorded, please instruct your client to file a formal Modification request with the NACC prior to the implementation of any work. While you and I disagree somewhat on the definition of a vernal pool versus vernal pool habitat I found your written correspondence to be articulate and sensible. However, I also believe that there exists a fundamental philosophical difference regarding the sensitivity of this wetland type, that I believe cannot be resolved. As such, and independent of any disagreement over the extent of the vernal pool versus vernal pool habitat, by issuance of this letter I have formally requested that the Board of Health uphold the performance standards of their local bylaw and mandate a leaching field setback of 100' from the edge of the Bordering Vegetated Wetland. I find no sensible argument to act otherwise and under this particular scenario I do not believe a waiver of this performance standard is appropriate. Simply put, waiving setbacks haphazardly so that a system can be squeezed onto a lot with unique and valued site features is wrong. CONSERVATION - (978) 688 9530 • HEALTH - (978) 688-9540 • PLANNING - (978) 688-9535 *BUILDING OFFICE - (978) 688-9545 • *ZONING BOARD OF APPEALS - (978) 688-9541 0 *146 MAIN STREET Your client has repeatedly asked that I provide to him a copy of the certification application which was forwarded to the state. I have informed him that for whatever reason my staff at that time did not make copies for the file and sent the original application package to the state. I further told Mr. Couillard that the Natural Heritage Program must have a copy of this document otherwise a certification number would not have been issued. I would advise you to contact those folks directly; I apologize for the inconvenience. Your consideration of this matter is appreciated and, as always, I look forward to working with you on this matter and fe projects. Sincerely, Michael D. Howard Conservation Administrator Cc: Sandy Starr, BOH Agent NACC file Your client has repeatedly asked that I provide to him a copy of the certification application which was forwarded to the state. I have informed him that for whatever reason my staff at that time did not make copies for the file and sent the original application package to the state. I further told Mr. Couillard that the Natural Heritage Program must have a copy of this document otherwise a certification number would not have been issued. I would advise you to contact those folks directly; I apologize for the inconvenience. Your consideration of this matter is appreciated and, as always, I loo0orward to working with you on this matter and "e projects. Sincerely, Michael D. Howard Conservation Administrator Cc: Sandy Starr, BOH Agent NACC file MEMO TO F1ZE, On 3anuary s, 190'8,1 observed the excavation of the proposed leaching arca on Lot 13 Beaverbrook Road, Evergreen Estates. The area excavated by George Henderson was that defined on the ; -1 .: t ,7...,a T'% ----I-14 1 AA—, T7, r.t, a � t f 4se\i ler,i.t4 pt£l.tep \R£LL\4/ /i+t3ti <,, _ ty yt,i eifr�.�t{.iV,t in Leto teii'•.\ev4'\t ti±tt4yt t£bt �'v'iir3 vyis bouldery, at least, with muddy soil. At a point approximately 10 feet from the stake designating the northeastv.rn corner ofthc leaching arca. a large rock onteron wac found that rofitscd to he removed Although large chunks of the rock were broken off by the excavator, only more rock was found underneath, T determined this to be bedrock. There was an additional bedrock area. about 5 feet to the west of this rock. The length of the area was about 12 feet across the width of the proposed leach area. In addition, the entire width of the area closest to the street was broken rock and bedrock. For these reasons, the proposed leaching area is not appropriate for the installation of a septic leaching area. Sandra Starr �T� jw 'Iwo, 49 To: Sandra Starr, Health Agent CC: File From: Susan leo d,realth Inspector and Richelle Martin, Conservation Associate Date: January 8, 1998 Re: Lot 13 Evergreen Estates This memo is concerning the events of the morning of January 8, 1998. In response to a request by Sandra Starr, Susan Ford and Richelle Martin went to Lot 13 Eergreen Estates. On the site we met Sandra Starr and George Henderson, the setinstaller. The following conditions were observed: had a fresh excavation for a septic bed. There was a stone edge in the the system and piles of jagged rocks. A large chunk of rock was sticking )ximately ten feet in. measurement from the depth of approximately 50 inches at the top of the n off ledge to the existing grade was taken and agreed upon by the installer. is indicated in the photograph. Town of North Andover, Massachusetts Form No. 3 t NORTH BOARD OF HEALTH O tr��o re,4'O 3? e�R. .. •e OL Q1-19 J _� P 49 �,S^,T•���"�� DISPOSAL WORKS CONSTRUCTION PERMIT SACHUSE r Applicant NAME ADDRESS TELEPHONE Site Location 1-6/5 6--f>rr-) r-�5j Permission is hereby granted to Construct ( ) or Repair ( ) an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. F- XPI,e&-5 119AIr Fee CHA RMAN, BOARD OF HEALTH D.W.C. No. 10 5083723960 APG C14R1STIANSEN c. emn & SERGI, INC. PR0FSS3IUN0%L r-14 • 160 SUMMER StREE1 HAVERHILL. MASSACHIISETTS 01830.6318 P02 December 18,1997 Ms. Sandra Starr Board of Health Administrator Community Development and Services 30 School St North Andover MA 01845 (508) 373-ud IV r , . — _ Dear sandy. ou i am redesiN ing the septic system for lot 13 As t had discussed with y you at our earliCst convenience.it with I Evergreen Estates and wn�locatie cleared on in the field like to TMew so that the trees canfrom the septic system have marked the redes 15 that the trees have been cleared Additionally, it is my understanding test interest is presently on lot 13 and 1 area of lot ] t . It seems that Mr. Couillard ator will be calfing o$ u forthe bottom of bed excavation shortly expect he or his S h Y don't know theedule for the excavation of lot 11. 9 WILLIAM J. SCOTT Director Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES December 16, 1997 Christiansen & Sergi 160 Summer Street Haverhill, MA 01830 Dear Phil: 30 School Street North Andover, Massachusetts 01845 On November 14, 1997, a limited permit for the excavation of the bed bottom on Lot 13 Evergreen Estates was issued to George Henderson. This permit was not exercised. On November 18a', based on the approved plans and the fact that the time for work on septic systems was nearing its close, the North Andover Board of Health granted an extension so that the bed bottoms of Lot 11 and Lot 13 Evergreen Estates could be excavated and inspected for bedrock outcrops. The purpose of these inspections was to determine whether the lots were appropriate for the installation of septic systems at the approved locations. On December 10, 1997 another limited permit was issued to George Henderson for the excavation of the Lot 13 Evergreen Estates leach area. This permit was again not exercised because, according to Mr. Henderson, you told him to stop work on the lot. On December 16, 1997 a limited permit was issued to George Henderson for the excavation of the Lot I lEvergreen Estates leach area. An appointment was scheduled for that morning. A call came into the office stating that this lot was not being excavated, again because you told Mr. Henderson to discontinue work on the lot. This department has made every effort to facilitate the excavation and assessment of these two lots on Evergreen Estates within the extension period granted by the Board. At this point I would appreciate a written update and status report from you on these two lots that I can present to the Board. If you wish to attempt bed bottom excavations on these two lots before the normal installation season in the spring of 1998 1 must hear from you before December 19'h. Please fax a reply to 978-688-9542. Sincerely, �ev—'L Sandra Starr, RS. Health Administrator Cc: Al Couillard Wm. Scott, Dir. CD&S M. Howard, CC Adm. K. Colwell, Town Planner BOH File CONSERVATION - (978) 688 9530 • HEALTH - (978) 688-9540 • PLANNING - (978) 688-9535 *BUILDING OFFICE - (978) 688-9545 • *ZONING BOARD OF APPEALS - (978) 688-9541 0 *146 MAIN STREET Town of North Andoverof V40RTN OFFICE OF 3a COMMUNITY DEVELOPMENT AND SERVICES ° 30 School Street : �o North Andover, Massachusetts 01845 s�cNus�t�` WILLIAM J. SCOTT Director December 4, 1997 Al Couillard DECM Essex, Inc. 660 Rogers Street Lowell, MA 01852 Dear Mr. Couillard Mr. Michael D. Howard, North Andover Conservation Commission Administrator, has just apprised me that the wetlands affecting the septic system on Lot 11 Evergreen Estates is a certified vernal pool. Under 310 CMR 15.211 of the State Environmental Code Title 5: Minimum Requirements for the Subsurface Disposal of Sanitary Sewage the minimum distance of a leach area to a certified vernal pool is 100 feet. There are two possible avenues for action at this point: 1. Under 310 CMR 15.211(2) hydrogeologic data acceptable to the Board of Health can be submitted which demonstrates that the location of the septic system is hydraulically downgradient of the vernal pool. 2. Apply for a waiver from 310 CMR 15.211 from DEP for the lesser distance to wetlands. Until one of the procedures outlined above has been successful, or this office is notified by Mr. Howard that Conservation has no issue with the lesser distance to wetlands as previously approved by the Board of Health, there will be no permits issued , and there can be no excavation of any kind on this lot. Please keep me apprised of your progress with this lot. Sincerely, ,,4'19&20--J Sandra Starr, R.S. Health Administrator Cc: BOH M. Howard, CC Adm. Phil Christiansen G. Henderson W. Scott, Dr. CD&S File CONSERVATION - (978) 688 9530 • HEALTH - (978) 688-9540 • PLANNING - (978) 688-9535 *BUILDINGOFFICE - (978) 688-9545 0 *ZONING BOARD OF APPEALS - (978) 688-9541 • *146 MAIN STREET Town of North Andover, Massachusetts Form No. 3 BOARD OF HEALTH NORTH (� pt t�'.o ie 1'1'Q L 19� O " DISPOSAL WORKS CONSTRUCTION PERMIT ,SSACHUS�� Applicant cre-zD._ e.- NAME ADDRESS Site -Location L �� � 3 �✓�r� �� �- Permission is hereby granted to Construct ( ) or Repair Y an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. PbS 40;,—,f s /-21v(0 /? 7 - CHAIRMAN, BOARD OF HEALTH Fee '— D.W.C. No. 2EY- Xi. It �� r _San 6y Town of North Andover.NORTN OFFICE OF 3? 0, .c COMMUNITY DEVELOPMENT AND SERVICES ° . RIK- 30 School Street North Andover, Massachusetts 01845 �9ss�cHusEtc` WILLIAM J. SCOTT Director November 25,1997 Ms. Leah Basbanes - Basbanes Associates 39 Hardy Street Dunstable, MA 01827 RE: NOTICE OF INTENT - Lot #13 Beaver Brook Road @ Evergreen Estates. Dear Ms. Basbanes: -- This Department is I receipt of the above referenced Notice of Intent (NOD application. As you are aware, a public hearing has been scheduled for Wednesday, December 3,1997 at 8:00 p.m. at the DPW building on Osgood Street. I have conducted a preliminary review of the application and I offer the following comments: 1. As explained to me by yourself, Basbanes Associates was asked by the applicant to re -delineate the wetland resource area "because the flags were missing." In essence, your action has resulted in a re -delineated wetland not yet approved by the North Andover Conservation Commission (NACC). Current rules and regulations governing wetland delineations do allow for an applicant to delineate (or in this case re -delineate) under any application whether through a RDA or NOI. However, wetland series "T" is, a vernal pool certified by the Massachusetts Natural Heritage and Endangered Species Program'. Vernal pools are a unique and rare wetland class which are inhabited by several species of wildlife totally dependent on vernal pool habitat for their survival. The limit and/or extent of valued habitat applicable to this resource area is clearly defined by the original wetland delineation. In accordance with a previous decision rendered by the NACC, I will recommend to the board that they deny your proposal to reduce the size of the resource area (i.e. vernal pool). My reasoning is 1 Certification #1005 (8/13/96). 2 DEP #242-836: Lot #5 Pheasant Brook Road CONSERVATION - (978) 688 9530 • HEALTH - (978) 688-9540 • PLANNING - (978) 688-9535 *BUILDINGOFFICE - (978) 688-9545 0 *ZONING BOARD OF APPEALS - (978) 688-9541 0 *146 MAIN STREET clearly described in prior correspondence3 and, as such, I will refrain from further justification at this time. The key component is available habitat whether upland or wetland. 2. As a general comment, the Massachusetts Surface Water Quality Standards identify vernal pools as Outstanding Resource Waters. This makes them subject to protection from adverse discharges (313 CMR 4.04(3) and 4.06(2)), and requires a 401 Water Quality Certificate for fill or direct discharge. In addition, recent changes to Title V mandate a 100' setback from certified vernal pools(50' down gradient). Also under Title V, it states that if the location of a wetlands boundary is in dispute, it will be determined by the local Conservation Commission rather than by the Board of Health. The Notice. of Intent indicates that Board of Health approval has been obtained and, as such, I have informed Sandy Starr of my findings. Unfortunately this sensitive wetland is now impacted by construction. approved for Lot #11 but I failed to recognize that fact prior to the Board of Health granting a waiver of the 100' setback. I will defer to Sandy's judgement on Lot #13 but I will strongly recommend that no further waivers be granted under Title V. 3. The following resource areas identified at Evergreen Estates are certified vernal pools: Series T, Series W, Series Z and Series C. 4. Please submit a revised plan to this Department no later than Monday, December 19',1997 depicting the original wetland delineation w/ the following note added within the limit of series "T": Certified Vernal Pool (#1005). I was previously unaware that wetland series "T" was certified as a vernal pool and, as such, I was in error when I stated that this Department would consider a "mint" setback waiver of the 50' No -Construction Zone. Vernal pools have unique environmental attributes and the NACC will not be inclined to grant waivers of the North Andover Wetland ByLaw and Regulations. 5. The report included with the NOI indicates a 35' No -Disturbance Zone and a. 44' No -Construction Zone yet the submitted plan indicates otherwise. With the assumption that this was, included in error, I will remove if from the application. I trust that this correspondence will suffice, however, if you have any questions or concerns please do not hesitate to contact me. 3 Correspondence dated 12/3/96 addressed to Mr. Phil Christiansen from Michael D. Howard. Your anticipated cooperation is appreciated. Sincerely, Michael D. Conservation Administrator CC: NACC DEP-NERO Al Couilhard Phil Christiansen, RE Sandy Starr, BOH Agent Town of North Andover, Massachusetts BOARD OF HEALTH Form No. 3 k. - 5 September 26, 1996 E REQUEST - LOT 9 PHEASANT BROOK ROAD - E - CHRISTIANSEN & SERGI.- Phil Christiansen from Christiansen & Sergi was present and requested to come before Board for the following variances from the Town of North Andover's Minimum [uirements for the Subsurface Disposal of Sanitary Sewage: 1. North Andover Regulation - Section 2.14.4 - Minimum Capacity. The variance request is to allow for the minimum capacity of the disposal system to be reduced from the required 660 gallons per day to the design flow of 440 gallons per day. 2. North Andover Regulation - Section 2.14 -"Sewage Flow Estimates. The variance requested is to allow for the estimated daily flow per bedroom to be reduced from the North Andover requirement of 165 gallons per day to the Thle V requirement of 110 gallons per day. a motion by Dr. Rizza, seconded by Mr. Osgood, the Board voted unanimously ;rant the two variances to the North Andover's Local Regulations, Section 2.14.4 inimum Capacity and Section 2.14 - Sewage Flow Estimates. JEST - LOT 13 BEA PER STIANSEN & SERGI• Phil Christiansen from Christiansen & Sergi was present and requested to come before Board for the following variances from the Town of North Andover's Minimum luirements for the Subsurface Disposal of Sanitary Sewage: 1. North Andover Regulation 2.14.4 - Minimum Capacity - The variance requested is to allow for the minimum capacity of the disposal system to be reduced from the required 660 gallons per day to the design flow of 440 gallons per day. k, 2. North Andover Regulation 2.14 - Sewage Flow Estimates - the variance requested is to allow for the estimated daily flow per bedroom E= to be reduced from the North Andover requirement of 165 gallons per yN: day to the Title V requirement of 110 gallons per day. " 3. North Andover Regulation 4.18 - Distances - The variance requested is to allow for the proposed system to be located at a distance of 20 feet from the proposed cellar wall and foundation drain. The set back distance required by the North Andover regulation is 35 feet. The set back distance required by Title V is 20 feet. %i I Page 6 Minutes: September 26, 1996 On a motion by Dr. Rizza, seconded by Mr. Osgood, the Board voted unanimously to grant three variances from the North Andover Local Regulations for Lot #13j Beaver Brook, 1) Section 2.14.4 - Minimum Capacity, 2) Section 2.14 - Sewage now Estimates, 3) Section 4.18 - Distances. 211 VARIANCE REQUEST - LOT 21 BEA VER BROOK - EVERGREEN ESTATES - CIIRISTIANSEN & SERGI.• Mr. Phil Christiansen from Christiansen & Sergi was present and requested to come the Board for the following variances from the Town of North Andover's Minimum Requirements for the Subsurface Disposal of Sanitary Sewage: 1 2 Section 2.14.4 - Minimum Capacity - The variance request is to allow for the minimum capacity of the disposal system to be reduced from th required 660 gallons per day to the design flow of 440 gallons per day. Section 2.14 - Sewage Flow Estimates - The variance request is to allow for the estimated daily flow per bedroom to be reduced from the North Andover requirement of 165 gallons per day to the Title V requirement of 110 gallons per day. On a motion by Dr. Rizza, seconded by Mr. Osgood, the Board voted unanimously to grant two variances to the North Andover's Local Regulations for Lot 21 Beaver Brook Road, Section 2.14.4 - Minimum Capacity and Section 2.14 - Sewage Flow Estimate. 729 BOXFORD STREET.• This was not on the agenda but Mr. Christiansen & owner Jeff Simmons wanted to know what the Board Member's point of view would be on this matter. The variance is distance to wetlands. A brief discussion ensued. On a motion by Dr. Rizza, seconded by Mr. Osgood, the Board voted unanimously to grant a variance to distance to wetlands contingent upon approval of the plan. The distance to wetlands cannot be less than 75 feet. 240 ABBOTT STREET Ms. Starr stated that this is a Title V failure and the owner is selling and putting money in escrow. The owner, Judy Ruane, wants the Board of Health to allow her to repair the septic system in five (5) years instead of repairing the system in three (3) years because sewer is slated for this area. Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES 146 Main Street North Andover, Massachusetts 01845 WILLIAM J. SCOTT Director September 20, 1996 Christiansen & Sergi 160 Summer Street Haverhill, MA 01930 Re: Lot #13 Beaver Brook Road Dear Phil: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons` 't. 'E O 9 ♦ p9 , • j 1. Less than 35 feet from foundation to leach area. 2. Absorption trenches to be used whenever possible (3 10 CMR 15.240 (6)) explain and justify use of field. 3. Not designed on 165 GPD, 660 Minimum. 4. Notes: Retaining wall to be:. a) Designed by a registered P.E. who shall certify design. b) As -Built of wall with certification that constructed in accordance with plan. c) Wall to be constructed and certified and inspected by Board of Health prior to system construction. If you have any questions, please do not hesitate to call the Health Office at the number below. Sincerely, Sandra Starr, R.S., Health Administrator SS1cjp BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET HAVERHILL, MASSACHUSETTS 01830 September 20, 1996 Ms. Sandra Starr North Andover Board of Health 120 Main Street North Andover, MA 01845 Re: Lot 13 Beaver Brook Road (Evergreen Estates Subdivision) Dear Ms. Starr: (508) 373-0310 FAX: (508) 372-3960 Thank you for your September 17, 1996 comments regarding the Septic System Design for the above referenced lot. I have the following responses to your reasons for disapproval. 1. A variance has been requested for the reduced setback between the foundation wall and the leaching area. 2. A leaching field has been specified for this lot rather than leaching trenches because of area limitations. Due to the Title V requirement that the spacing between trenches shall be at least three times the effective width or depth of the trench, a leaching field system uses less area than a leaching trenches system. The limited size and irregular shape of the area of the lot available outside of the 100' buffer zone would make it impractical to use leaching trenches. The area available for the leaching facilty on this lot is so restricted that we have asked for a variance from the required minimum design flow and per bedroom flow rates to reduce the required size of the system. 3. Variances have been requested from the required minimum design flow and per bedroom flow rates 4. We have added to the plan the appropriate notes regarding the reinforced concrete retaining wall. Enclosed are 3 copies of the revised Septic System Design for Lot 13. Please contact me if you have any other comments regarding this design. Ve {ply Yours, P ' G. lstlansen I No. FORM 11 -SOIL EVALUATOR FORM Page 1 of 3 Commonwealth of Massachusetts N01ZT11 IqNOvvE-4 , Massachusetts .• !1 •1 _L!7_s.. A Fnr f)"—Vitp . ewi Date: 41/5/f (a Performed By: .........j.vl=.......tatl?-5 O wner's Name. Address, and ................................................ Date: Witnessed By: .... ........ sw��.`�....s.il�.iz�c..r...N�!R.i ►�t..l9Nbu��...�3u�...U.F... 1-tFr.�E�..t-!�......... ...... ...... t,oution Address or �vT t 3 O wner's Name. Address, and /hE SsrNl4 ��FVt �pML/� Go./Gl�. 1.a1 13E14Uf;rL? (�1Z,0(J�C �t Telephone 44 t!a2t%4T �UN�i121U)i UtiZGIz �Si�aTiLS r36ypom0 l4 Q19 -1 - New construction Q Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes C✓.C.,........ Year Published ►. (.1..... Publication Scale /� /S..i. U¢o.. Soil Map Unit Drainage Class L.iw:� ��t��!N.6VSoil Limitations L/9!Zfr....Sia%v��.f.�....U1z '17�t...T? ../l.¢X .............................. Surficial Geologic Report Available: No ® Yes ❑ Year Published Publication Scale .............................. Geologic Material (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 Range :Above Normal ❑Normal ❑Bele-v Normal ❑ Other References Reviewed: DEP APPROVED FORM • 12107195 CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET HAVERHILL, MASSACHUSETTS 01830 September 18, 1995 North Andover Board of Health 120 Main Street North Andover, MA 01845 (508) 373-0310 FAX: (508) 372-3960 Re: Lot 13 Beaver Brook Road (Evergreen Estates) Septic System Design Dear Board of Health Members: On behalf of my client, Messina Development Corp., I would like to appear before the Board at your scheduled September meeting to request variances from the Town of North Andover's Minimum Requirements for the Subsurface Disposal of Sanitary Sewage for a proposed septic system at the above referenced location The variances requested are as follows: 1. North Andover Regulation 2.14.4 Minimum Capacity The variance requested is to allow for the minimum capacity of the disposal system to be reduced from the required 660 gallons per day to the design flow of 440 gallons per day. 2. North Andover Regulation 2.14 Sewage Flow Estimates The variance requested is to allow for the estimated daily flow per bedroom to be reduced from the North Andover requirement of 165 gallons per day to the Title V requirement of 110g allons per day. 3. North Andover Regulation 4.18 Distances The variance requested is to allow for the proposed disposal system to be located at a distance of 20 feet from the proposed cellar wall and foundation drain. The set back distance required by the North Andover regulation is 35 feet. The set back distance required by Title V is 20 feet. Enclosed are three copies of the septic system design for this lot. Please notify me when you have scheduled a meeting to consider this request for variances. Ve Truly Yours, ip G. Christiansen FORM 11 - SOIL EVALUATOR FORM Page 2of3 Location Address or Lot No. toT /3 vF�IZGIZ � ILSi"�17�iJ On-site Review Deep Hole Number I3..:.-/..: Date:.:...`���5� Time:.. -::... .. Weather Location (identify on site plan) Soil Texture (USDA) .., Land Use Slope Surface Stones Vegetation .: ..:::. FSt 104K3f3 Landform .:.:. . . �- 3 6 Position on landscape (sketch on the back) ............. SSC- Distances from: RF-v)ox 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 Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Bounders, Consistency, % FSt 104K3f3 �- 3 6 Caw SSC- ��syK /6 RF-v)ox 36" sl-. S Z.SYS-13 14l4S5I1161 fru Ui f -b t<�levt - IVIIIYIIVIVIv1 yr 4,"W IiL.av �a„-•. a.•�-.• ••�• —�-- —'-- — - — ppr� Parent Material (geologic) T/%(. DepthtoBedrock: (J� Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: 3 `r Estimated Seasonal High Ground Water: --- I a DEP APPROVED FORM - 12/07/95 r FORM II - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. f oT i3 C UetZ6 2Zff,,2 1,J rg4Ej On-site Review Deep Hole Number �3.:.-. Date:.::..`F/.Time:.:...:.:.. .. Weather Location (identify on site plan) Depth from Surface (Inches) Soil Horizon o9l2i , _ .::._:.: .: Land Use .:::.:.:::4+!::: Slope (%) 3.� Surface Stones - Vegetation :.:..::::..:::..:... s Landform....:::::.:...:..::. .:.:....._...... . .....:.:::.:.. .:.....:: .. ..... ..:::.. ..:.:..: :......::.:: .:.: ,... Position on landscape (sketch on the back) ..:.:.... .. - Distances from: ibk>ZS/, 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 Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, % GraveO- s F Sz 104K.3/3 S— 36 ibk>ZS/, S L, Z,Sys/3 /ritss/v61 RWM -i 1a �� t t3EtA W IVIIIYIIVIVI., VI L - -- -- -.._ v' 4.19 4 Parent Material (geologic) 77 it L DepthtoBedrock: V - Death to Groundwater: Standing Water in the Hole:. Weeping from Pit Face: Estimated Seasonal High Ground Water: - DEP APPROVED FORM - 12/07/95 FORM 11 - SOIL L- VALUATOR FORM Page 3of3 Location Address or Lot No. +:UT f3 EyErt 6�z (F-� Arv's Determination ,dor Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole ................... inches ❑ Depth weeping from side of observation hole .............. inches (Depth to soil mottles 3..'.1.4-$ inches ❑ Ground water adjustment ................... feet Index Well. Number .................. Reading Date .................. Index well level ................... Adjustment factor .................. Adjusted ground water level ....................................................... Death of Naturally Occurring Pervious Material Does at least four. feet of naturally occurring pervious material- exist in all areas observed throughout the area proposed for the soil absorption system? v, F-: y If not, what is the depth of naturally occurring pervious material? Certification I certify that on %L (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 �s Date 3/z DEP APPROVED FORM - 12/07/95 r FORM 12 - PERCOLATION TEST Location Address or Lot No. boo_ (3 i✓ubtg&f_<,i/ (cSt)4 COMMONWEALTH OF MASSACHUSETTS , Massachusetts Percolation Test* Date: Observation Hole # 100-4-tc 13-4- P&Ac /3-34 Depth of Perc �6 tr S8 s1 Start Pre-soak U lL � q 7 End Pre-soak Time at 12" 12". L 6Z Time at 9" Time at��- Time (9"-6") ZS Mit Z 7 Mr�v Rate Min./Inch * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed R] Site Failed ❑ Performed By: CyUZt STI 19niSE1v d S 0 k 6 tr t tiL Witnessed By: S Lt S/l,v F -u n_�q iiDEP APPROVED FORM -12/07/95 v y d C � � d O CD MZ CO) r a. O RC2 MM� =c CL S. y ato -0 � O � o v CD CD O CL Q� % d CD CCD O CCD 0:1 C12 a C CD co) av y O CD F y v O CD CD Z O O CD r 5ro O CD OW pq• FW -M I Ho d _ A � d. y� m H y t1 m 9 m � m m CD Z H O "d* m ti T_ � �dw0 CO3 d O m CD -' O � N O O vg: ' m Co Oc' cicV � O Er COL ~• Sr- c� ^^ so o - /V/ cn m :•� C7� :N O O n y j— O s �: z y a C _ c cr rr VC CD Cg cn / H o• Er ` Al� Do CD - :W • r�+ oma• cn a3 � =ca CD o W a `i �0 NC o ^'►. cl*,-c 0 o er o \ d o w o p G o rw o a �^ a O r 5ro O Q �5: 1� z O a 0 0 c FORM U - LOT RELEASE F0P'M 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. *�x***Aopiicarit fills out •this section*x****xxx APPLICANT: Phone LQCATION: .assessor's Map Number Parcel :ivision -'Lot Subd 4` Street - . St. Number i Offiial:c. Use:`Only *0'IC RECO1¢iENDATIONS OF TOWN • AGENTS i; m.. A t Date Approved` f F Conservation Administrator Date Rejected' ' 4, :Comments: ; Date' Approved r { r r Town •Planner Dat_ Rej ected comments.. �' r t Date Approved Food Inspector -Health - ` -Date ; Rejected - - � /lP/U` Date Approved. c Septic. Inspector -Health Date-Rej,ected, ' Comments t . 'Public Works -":sewer/water ,connections driveway, permit Fire Department - Received by Building Inspector Date 5',*q } !Ly I t � a AA �4.1 °' ,�� fie. �s�'.b� ,�.:-,-�.r.:. �t ^,if � ' .• ,.. �"r �' �r .• � `fit �e ,�j� +t r"' � . _ w� '4� '�" x Y . asa. � � � . o � • a � k '.. i i`.� r 461 4y IT I ��3*-- •,�.y. � ^ .' t S" �,�+.' ""; yrs.- yY'` .. ��'# a �� � [t err 1 �. =rte. Z-•, wS ta�,n. si' rr.. ,., �.. :e ' :_+� wow Or At r � • � . r � �� w. n �' , gyp' . 'R` y. ,�, �t -aIV -:'4 4 - �' �„ s s ;a A 1, wY 3 a S r APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: 11 — l L( — ?7 CURRENT INSTALLER'S LICENSE# LOCATION: 13 LICENSED INSTALLER: SIGNATURE: TELEPHONE# L I S "V 67 CHECK ONE: REPAIR: 4 NEW CONSTRUCTION: IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS -BUILT. Administrative Use Only $75.00 Fee Attached? Yes No Foundation As -Built? Yes No Floor Plans? Yes No Approval Date: CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET HAVERHILL, MASSACHUSETTS 01830 (508)373-0310 FAX: (508) 372-3960 TO: Ms. Sandra Starr T�Uj Board of Health North Andover ESEP RE: Septic System DesignPlans 0 Date: G Attached are plans for 1,19 -?o /3 This design is a new submittal a revision with the following changes N NORTH ANDOVER BOARD OF HEALTH ` DESIGN REVIEW REPORT FEE: (SCJ PERMIT # 8��� DATE RECEIVED / Aa, 9, 6 APPLICANT MAP MAP PARCEL ADDRESS �4 OR- &I -Q7- /67A-)7 Z)Q• -60)A P LOT ## STREET # C ENG. ( 9LS STREET -BEigp&rp- Bgw,C ENG. ADDRESS PLAN DATE / ��! �la REV. DATE CONDITIONS OF APPROVAL APPROVED DISAPPROVED fir' REASONS FOR DISAPPROVAL: 7-0 iel- CXPL •s /,� �- �! U s r� � y U s E o F � iE`G.l , ti0T �J ) J p /) ) 4&6 ✓ /V �rfLJ o l� 64:25 9z- ee�Ti�/ r25 J� PLAN /REVIEW CHECKLIST ADDRESS � G �/��[cN ENGINEER c ---,s GENERAL / t / C/ 3 COPIESiJ STAMP ` LOCUS NORTH ARROW SCALE CONTOURS L,"/" , PROFILE SECTION C-,-' BENCHMARK SOIL & PERCS L- ELEVATIONS` WETS. DISCLAIMER WELLS & WETS WATERSHED?)_ _ DRIVEWAY L-""(Elev) WATER LINE L---" FDN DRAIN SCH40 TESTS CURRENT? -�'� SOIL EVAL 15, L be 50 SEPTIC TANK, / io MIN 1500Gy .17 INVERT DROP v GARB. GRINDER (+200% EDF) 25' TO CELLAR L,,--' MANHOLE ,,5 ELEV GW # COMPS. D -BOX SIZE # LINES 3 FIRST 2' LEVEL STATEMENT INLET / 3 , - OUTLET 1-3,5- _ - / 7 ( 2" OR .17 FT) TEE REQ'D?,�6 LEACHING MIN 660 GPD?)� RESERVE AREA L""-4' FROM PRIMARY? L""' 2% SLOPE L----- 1001 /100' TO WETLANDS--*"" ETLANDS` 100' TO WELLS ✓ 4' TO S.H.GW L-----(5'>2M/IN) 35' TO FND & INTRCPTR DRAINS 325' TO SURFACE H2O SUPP r----� 4' PERM. SOIL BELOW FACILITY MIN 12" COVER L/ FILL? L -'J5' if above natural elev; 101if below) BREAKOUT MET? lt-� TRENCHES ,r MIN 660 gpd SLOPE (min .005 or 6"/100') SIDEWALL DIST. 3X EFF. W OR D (MIN 61) RESERVE BETWEEN TRENCHES? IN FILL? MUST BE 10' MIN. 4" PEA STONE? VENT? (>3' COVER; LINES >501) BOT + SIDE X LDNG = TOT (L x W x #) (DxLx20) (G/ft2) Copyright O 1995 by S.L. Surr PITS MIN 660 LEACHING MIN 1 (131x16') PIT MANHOLE/PIT GW MIN 4' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE BOT + SIDE x LOAD = TOTAL (L x W x #) (2x(L+W)xD x #) (G/ft2) CHAMBERS i MIN 660 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES 12"-48" STONE SPLASH PADS ISLOPE .005 BED/TRENCH (Bed max. 60' X 601) MIN 13' X 16' PIT BOT + SIDE X LOAD = TOTAL (L x W x #) (2 x (L+W)xD x #) (G/ft2) FIELDS MIN 660 GPD 900 ft2 BED Z-�GW MIN 4' BELOW BOTTOM OF FIELD PIPE ENDS JOINED? PEA STONE? b,` DIST LINE SLOPE .005? >31COVER-VENT SCH 40 C- MIN 12" COVER RATE LDG X 660 = ®� X �3 = TOTAL G G G/ft2 REQ'D (ft2) LXW DOSING TANKS AND THUMPS DIMENSIONS X X = L W D Vol. DISCHARGE SIZE DISCHARGE RATE MANHOLES TO GRADE inlet) HWL OP. SWITCH Copyright '0 1995 by S.L. Starr ALARM SEP. CIRC. LWL CHECK VALVE PUMP CAPACITY gpm gpm DISCHARGE TIME GW (Min. 1' below BLEEDER HOLE MANUAL CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET HAVERHILL, MASSACHUSETTS 01830 T0: Ms. Sandra Starr Board of Health North Andover (508) 373-0310 FAX: (508) 372-3960 xh;: 6epuic System uesign Pians Date: Attached are plans for This design is . a new submittal a revision with the following changes Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES ! WILLIAM J. SCOTT Director December 22, 1997 Christiansen & Sergi 160 Summer Street Haverhill, MA 01830 Dear Phil: 30 School Street North Andover, Massachusetts 01845 I have as yet not received a reply, as requested, to my letter of December 16, 1997, concerning Lots 11 and 13 Evergreen Estates. I would like to get beyond this stage in the process and, after discussion with the Board of Health, I am willing to observe and inspect a bed excavation for these lots, providing plans have not changed and the weather conditions permit. However, I must have a written communication from you on the status of both of these lots before I would-be willing to issue yet another temporary -permit. As far as scheduling an appointment for excavation, once a permit is issued, please be advised that I will not be in the office on January 2, 1998 and will be on vacation January 12 through 16, 1998. I hope that we can come to some accommodation. In addition, on the advice of the Board, I am requesting that you, as the engineer of the project, be the representative through which all communication is funneled until the work is handed off to the licensed installer. It would be appreciated if you could work this out with -your client. Sincerely, Sandra Starr, RS. Health Administrator A. Couillard G. Henderson W. Scott BOH File CONSERVATION - (978) 688 9530 • HEALTH - (978) 688-9540 • PLANNING - (978) 688-9535 *BUILDINGOFFICE - (978) 688-9545 * *ZONING BOARD OF APPEALS - (978) 688-9541 0 *146 MAIN STREET PLAN REVIEW CHECKLIST ADDRESS ENGINEER GENERAL 3 COPIES Lf CONTOURS A C� 1� STAMP LOCUS �� NORTH ARROW SCALE L� PROFILE 4 -,-( Sc) SECTION BENCHMARK SOIL & PERCS ELEVATIONS WATERSHED?J/O DRIVEWAY 1—o"' SCH40 L/ TESTS CURRENT? --'- WETS . DISCLAIMER/ WELLS & WETS L ----- WATER LINE '--� FDN DRAIN C-- M&P SOIL EVAL 5, ) 2 LCSO SEPTIC TANK MIN 150OG "� .17 INVERT DROP l/ 10' TO FDN �-� MANHOLE L- ' ELEV D -BOX GARB. GRINDERZ�V(2 comps +200) GW ## COMPS. ! GB L''� SIZE ## LINES FIRST 2' LEVEL STATEMENT INLET % 4.3Z - OUTLET/3-f.I� _ -17 ( 2" OR .17 FT) TEE REQ' D?AZ4—) LEACHING / �G7- s& 1 MIN 440 GPD? RESERVE AREA ""' 4' F OR Ml/ PRIMARY�% 20 .. SLOPE 100' TO WETLANDS 100' TO WELLS ✓ 4' TO S.H.GW v (5'>2M/IN) 20' TO FND & INTRCPTR DRAINS400' TO SURFACE H2O SUPP C� 4' PERM. SOIL BELOW FACILITY ? MIN 12" COVER L�-- FILL? BREAKOUT MET? �Jo r /'-O,e -;FE5E.el1 TRENCHES MIN 440 gpd SLOPE (min .005 or 6"/100') SIDEWALL DIST. 3X EFF. W OR D (MIN 61) RESERVE BETWEEN TRENCHES? IN FILL? MUST BE 10' MIN. 4" PEA STONE? VENT? (>3' COVER; LINES >501) BOT + SIDE - X LDNG = TOT ( L x W x #) ( DxLx2x## ) ( G/ f t2 ) Copyright © 1996 by S.L. Starr PITS MIN 440 LEACHING MIN 1 (13'x16') PIT MANHOLE/PIT GW MIN 4' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE BOT + SIDE x LOAD = TOTAL (L x W x #) (2x(L+W)xD x #) (G/ft2) CHAMBERS MIN 440 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES `' 12"-48" STONE SPLASH PADS SLOPE .005 BED/TRENCH --"(Bed max. 60' X 601) MIN 13' X 16' PIT BOT + SIDE C�4 X LOAD= TOTAL (L x W_x #) (2 x (L+W)xD x #) (G/ft2) FIELDS MIN 440 GPD 900 ft2 BED --- GW MIN 4' BELOW BOTTOM OF FIELD PIPE ENDS JOINED? 4" PEA STONE? DIST LINE SLOPE .005? >31COVER-VENT SCH 40 MIN 12" COVER RATE ( X ) X = TOTAL L W LDG DOSING TANKS _AND PUMPS DIMENSIONS X X = PUMP CAPACITY Spm L W D Vol. DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME 9Pm MANHOLES TO GRADE ALARM SEP. CIRC. inlet) HWL LWL CHECK VALVE OP. SWITCH ENUF STORAGE? Copyright 0 1996 by S.L. Starr GW (Min. l' below BLEEDER HOLE MANUAL Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES WILLIAM J. SCOTT Director April 29, 1998 Christiansen & Sergi 160 Summer Street Haverhill, MA 01830 30 School Street North Andover, Massachusetts 01845 9 RE: Lot 3 Windkist Farm Lot 13 Evergreen Estates Dear Phil: This letter is to inform you that the proposed septic plans for Lot 3 Windkist Farm Road have been denied because the line from the house to the tank must be a straight line. The proposed plans for lot 13 Evergreen Estates have been denied because the flow calculations were based on twenty minutes per inch instead of 25 minutes per inch. If you have any questions, please do not hesitate to call the Board of Health office at the number below. Sincerely, Sandra Starr, R.S. Health Administrator cc: Wm. Scott, Dir. CD&S Bill Barrett DECM Essex File O - p BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535