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HomeMy WebLinkAboutMiscellaneous - 805 SALEM STREET 4/30/2018_N O_ W m CD � ca, co p r A K N CO 6--1 O M o m C) m o � __)­____'_"' t-'_-___ OPEN PA5 ;GLEEv 1+� LOT B Io484 AC' PLANof1-nnI r-. I-/1/'1 PROPOSED SUBSURFACE SEWERAGE DISPOSAL SYSTEM LOCATION t LOT B SALEM ST. NO.ANDOVER OWNER ROBERT P j REGINA C-DOMBROWSKI DATE i i-19-81 REVISED 5-24-82 PREPARED BY e F -LYNN k-Soc.pc. PO -BOX 569 PL AISTOW NR 03865 11� t DRAIN KH. RIM ELEV: 9234 ,INV. ELEV.90e20 -96 LEACHING AREA --94 o RE SERVE AREA N x I 100 I 102 A %tea. NOT E.'REV ISION RELOCATES RESERVE AREA PER CONVERSATION WITH 'MRSJOYCE THIS DATE. ������� ����� .. a �� Dambrowski, Robert Lot C, Salem St. APPLICATION FOR SEWAGE DISPOSAL INSTALLATION Lnear /#805) HEALTH DEPARTMENT - NORTH ANDOVER, MASS. I hereby make application for a permit for a sewage disposal installation at Lot C, Salem Street . I will install this system in ac- cordance with all the laws of the Commonwealth of Massachusetts and regulations of the Board of Health of the Town of North Andover. Further, I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of 1% until 10 feet pre- ceding the septic tank, where the grade shall not exceed 2%. I will install a con- crete septic tank of in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with 4 inch perforated or open jointed pipe and laid in a series of trenches,_.the bottom of which will pro- vide a minimum of 160 lineal (s+e) feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches (dia.) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench, 2 inches of gravel or stone 1/$" to 1/4" (dia.) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single tile line will exceed 100 feet in length and in any case, two lines of tile will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the installation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further agree not to cover any portion of this installation until approved by the inspection officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. DATE 144 Signature of Applicant I hereby issue the above permit for the Board of Health of the Town of North Andover, Massachusetts. DATE6;�2 1 � Signature of Health Agent I have inspected the uncovered system indicated above and find everything done as describ d. DATE Z G Signature t Inspecting Offic r Percolation Test 3 min. Soil: Gravel Garbage Grinder No Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Commonwealth of Massachusetts City/Town of North Andover System Pumping Record U 1� °4;IA14 Form 4 TOWN OF NORI r, -- NO r\' HEALTH DEPARTMENT DEP has provided this form for use by local Boards of Health. Ot; rho€ms-may=be user, but the information must be substantially the same as that provided here. Before using this form, check 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 within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information 1. System Location: ,Rb� Address North Andover t5form4.doc• 03/06 City/Town 2. System Owner: Ora' Name Address (if different from location) Ma State 01886 Zip Code City/Town State7 N �6 Zip Co d�� Telephone Number B. Pumping Record 1. Date of Pumping 2. Quantity Pumped: Date dseptic Gallons 3. Type of system: ❑ Cesspool(s) Tank ❑ Tight Tank ❑ Grease Trap ❑ Other (describe): 4. Effluent Tee Filter present? ❑ Yes/ o if.yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: 6. Systp Pumped By: I4��/ els- e Name Vehicle License Number Stewart's Septic Service Company 7. Location where contents were disposed: Stewart's Pre-treatment Plant, 20 So. Mill Bradford, Ma 01835 of Rece!`97—g Facility Date Date System Pumping Record • Page 1 of 1 TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD '-'1'STEM OWNER & ADDRESS y SYSTEM LOCATION (example: left front of house) DATE OF PUMPING: QUANTITY PUMPED 1000 GALLONS CESSPOOL: NO YES SEPTIC TANK: NO YES NATURE OF SERVICE: ROUTINE -- EMERGENCY OBSERVATIONS: GOOD CONDITION HEAVY GREASE ROOTS EXCESSIVE SOLIDS SOLIDS CARRYOVER p j,,iP�r'.D BY: - C.'ONIMENTS: C 0NTE NTS TRANSFERRED TO: X FULL TO COVER BAFFLES IN PLACE LEACHFIELD RUNBACK FLOODED OTHER (EXPLAIN) BOARD OF HEALTH TOWN OF NORTH ANDOVER, MASS. f f v� c r -71 111 g � iA1lc' . 5. SHOW DIMENSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES 7. SHOW DIMENSIONS OF LOT 8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM 10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC. 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY. 1. NAMEE. 2. ADDRESS, -,w, ,, �_- r.'j _ �1 LOT NO. - 3. NO. OF BEDROOMS » DEN YES _ NO 4. GARBAGE GRINDER YES NO; 5. SHOW DIMENSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES 7. SHOW DIMENSIONS OF LOT 8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM 10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC. 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY. Ij � BOARD OF HEALTH OF NORTH ANDOVER, MASSACHUSETTS SEWAGE DISPOSAL DATE May 16, 1966 NAME OF APPLICANT Robert Dambroiiski LOCATION Lot 0, Salem Street Address of lot no. BUILDING: Dwelling Y Other SYSTEM: New X Repair GENERAL DESCRIPTION OF LAND High SUBSOIL: Clay Gravel X Sand PERCOLATION TEST 3 minutes per inch. MINIMUM INSTALLATION RECOMMENDATIONS CONCRETE SEPTIC TANK 1,000 gallon capacity. LEACH FIELD 160 lineal feet of drain pipe. v ) � '. - - ky J/ illiam J. riscoll, ngineer Board of Hbaftth of Health An(�OV er,,Mas s. BEPTIC SISTEK INSTALLATICK CHECK LIST LOT --51 AVATI CN OK FAIL ILL LUrrnuv r u nea3PZ13Z WWW,_ " ,,.—�t'S�j --- ��1 ���3 ~�EU �'Tvp.►.,Csp Ale.c�UND Go OK 1. Distance Tot a. Wetlands ,`� b. Drains c. Well S� �oaT o F Alp CooLco-IT 0 Ppts{ 7i, v_ BeC.Lw 5le 'awl k" A. T120©1 EM vok Dj e 2. Water Line Location 3. No PPC Pipe 4 Septic Tank _ a. _Tees-_Lwgth & To Clean Out Covers. b. Cement Pipe to Tank - On Both Sides of Tank 100rX�2 �/ �/ ✓oi•!T S 5. Distribution Box a. Covers & Box - No Cracks j b. All Lines Flowing Equal Amoimts c. No Back Flow 6.- Leach Field or Trench a. Dimensions b. Stone Depth c. Capped Fids d. Clean Double -Washed Stone 7. L:!h Pit a* ions b.to Depth c.p ash Pads d. se.Cement Pipe to Pit - Both Sides. f. Clean Double Washed Stone 8. No Garbage Disposal 9. Final Grading Inspection 10. Barricading Covered System 11. As Built Submitted a. Lot Location _ i' b. Dimensions of System c. Location Kith Regard -to Pere Test d. 'Elevations / e: Water Table S� �oaT o F Alp CooLco-IT 0 Ppts{ 7i, v_ BeC.Lw 5le 'awl k" A. T120©1 EM vok Dj e s f c.ov cum -TNP�Qv. ov-- -M6.A4., : �s X to Y." co 11 OQSL T)50- . -- S Y. 14) too LL I P Board of !" :•Z tth - - KdRh ' SUBSURFACE DIfiPOSAL DESIGN CHECK LIST LOT___-. APPROVED DATE DISAPPROVED DATES,,, Provided:,-- � e � � - ' ' Reasons: Title 9 Reg 2.5 FAIL OK j Y,. ti - The sub rftted plan must show as a minimums a) the lot to be served-area,dimensions lot #,abutt�ers b location and log deep observation hoes -distance to ties + f' c location and results percolation tests -distance to ties r"`E d design calculations & calculations showing required leaching area (e) location and dimensions of system -including reserve area F) existing and proposed contours (g) location any wet areas vAthin 1.001 of sewage disposal system or disclaimer -check wetlands mapping surface and subsurface drains within 1001 of sew. -age disposal r/ w"(h) system or disclaimer (moi) location any drainage -easements within 1001 of sewage disposal system or disclaimer -Planning hoard files > +� (j) known sources of water supply within 200, of sewage disposal _ 011 system or disclaimer () location of atm proposed well to serve lot -1001 from leaching facility ' (1) location of water lines on property -101 from leaching facility �! (.m) location of benchmark (n) driveways (o) garbage disposals ° no PVC to be used in construction (q) profile of system -elevations of basement, plumb, pipe, septic tank, distribution box inlets and outlets, distribution field piping and Other elevations (r) maximam ground water elevation in area sewage disposal system (s) plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans Reg 6 Sep tic Tanks (a) capac'i"tes-50% of flow, pier table, tees, depth of tees, access, pursuing (b) cleanout (c) 101 from cellar inn or inground swimming pool - (d) 251 from subsurface drains Reg 10.2 Reg 10.4 ..(a) Distribution Boxes Rope greater UiZ 0.08 b) sung Reg 14.1 14.3 14.4 14.6 • 14.7 14.10 Reg 9.1 9.6 1 ijeacn:Lng =qncnes -` a)—Cc � s o eaching area -min 500 sq ft b) spacing,A ft min 6 ft with reserve between c)�dimen4ons d) cous,16mction e) stone f) surface drainage 2% DoUA .1 Slo e Pa) s'pe y xo be shown) b) y/x X 150 = (to be shown) s� a) app vel b) s d -by power Subs►trface De -4 .Sg - beck List Page 2 FAIL 0K Leaching Pits Leaching pits are preferred where the installation is possible Reg 11.2 a) calculatio of leaching area -minimum 500 sq ft 11.4 b) spacing 11.10 c surfac drainage 2% 11.11 dj cove material e) 2 1 x25 x4" splash pad f) tee at elbow g) no bunds in pipe from d -box to pipe Leachdn Fields Reg 15.1 a) no greater than 20 minutes/inch .barea-, � n; +�,�* 900 sq ft 15.4 I0,c construction of field 15.8 5 d) surface drainage 2 % 3.7 4-' e) 201 from cellar wall or ingrou nd swirz dng pool Reg 14.1 14.3 14.4 14.6 • 14.7 14.10 Reg 9.1 9.6 1 ijeacn:Lng =qncnes -` a)—Cc � s o eaching area -min 500 sq ft b) spacing,A ft min 6 ft with reserve between c)�dimen4ons d) cous,16mction e) stone f) surface drainage 2% DoUA .1 Slo e Pa) s'pe y xo be shown) b) y/x X 150 = (to be shown) s� a) app vel b) s d -by power FLYNN ASSOC. P.C. CIVIL, SANITARY and CONSTRUCTION ENGINEERS P.O. Box 569 Plaistow, New Hampshire 03865 Tel. (617)686.3559 November 20, 1981 Mr. Thomas Murphy North Andover Board of Health 120 Main Street North Andover, Massachusetts 01845 Sir: Enclosed are three copies of septic system 'E for Lot B Salem Street; owners Robert P. and Regina C. Dombrowski. Please this system as soon as possible. Sincerely, FLYNN ASSOC. P. C. Al 2&dA. Shaboo, P. E. President AAS: of FLYNN, Assoc.'P.c. CIVIL, SANITARY and CONSTRUCTION ENGINEERS Plaistow, New Hampshire 03865 P.O. Box 569 Tel. (617)6863559 1 r ALFRED A. SHABOO - P.E. LOT B 14 8, A C. -f N 13OUNDAHI AND DWELLINU LOCATION FROM MORTGAGE PLAN BY M-N.JOHNSTON DATED' 6-23-�33. I CERTIFY TFIA1 THE SSD -S, WA5 INSIALLED AS SHOWN, LO� P (E)TR[FT v U AT E. 8/2 41H.3 SCALE' 1 50 DWELLING 4 5 1 1.5 2 0' 5' IO 30' LEACHING FIELD RM.T.S. A L EN/1 TOP FOUND/1711,0N 99.75 DWELLINI-, OUTLET: 9',-.40 11 f" TA I,J K -* INLET 93.60 OUTLET: 93.47 D - Rr) X ' 1H LET 92,87 OUTLET: 92:79 F H D OF FIELD t---- 92.12 - -- 13OUNDAHI AND DWELLINU LOCATION FROM MORTGAGE PLAN BY M-N.JOHNSTON DATED' 6-23-�33. I CERTIFY TFIA1 THE SSD -S, WA5 INSIALLED AS SHOWN, LO� P (E)TR[FT v U AT E. 8/2 41H.3 SCALE' 1 50 DWELLING 4 5 1 1.5 2 0' 5' IO 30' LEACHING FIELD RM.T.S. A L EN/1 ," *. 6 r ` { P.C. ELEVATIONS ' FLYNN AsSOC. i � TOP FOUNDATION 99-75.' :' CIVIL, SANITARY and CONSTRUCTION ENGINEERS DWELLING OUTLET: 93.80 Plaistow, New Hampshire 03865 SEPT I C TANK P.O. Box 569 INLET.*.93.60 x OUTLET 93.47. s; D -BOX Tel 6n686 -355s HABOO - P.E. IN T 92.87 : �. c ► ALFRED A. S LE y ! - - - -- OUTLET; .. 92.79 END OF FIELD 92.12,'. �+ it NOTE ' 13OUNDARY AND DWELLING LOCATION ° ..: FROM MORTGAGE' PLAN BY,M.N.J1OFINSTON DATED; 8.23.83. r ;,; I CERTIFY TFIAT 'THE-_SSLISJ,WA5,4N STALLED ; AS SHOWN, PLAN cS SS.D.S. AS I3U LT LOT B SALEM STREETr r.�. dV OWNER= DOM BROWSKI DATE:B✓24�8 SCALE= I z0'' a POND r' ,. LO T B s Y Y WELLING rr�. 20' 10� 6 r. 10 30 LEACHING FIELD ' aM.T,S ;-� SALEM STREET h r I0a03 ," z a'• � 1 uy . 3 4:f . � t - E LEVATIQNS = ��. FL YNN AssoC. P. C. TOP FOUNDATION 99.75- f •,. CIVIL, SANITARY and CONSTRUCTION ENGINEERS DW E L LI N G OUTLET 93,80 I L Plaistow, New Hampshire 03865 SEPTI C TANK' P.O. Box 569 INLET. 9 3.6 0 r� Yz� E1. OUTLET; 93.47 t' ` D -BOX Tel. (617)6863559 ALFRED A. SHABOO P.E. INLET : - 92,87 OUTLET. r 92.79,' END OFF IELD 92.12` NOTE.T `BOUNDARY AND DWELLINGLOCATION it FROM MORTGAGE -PLAN BY M.N.JOFINSTON DATED; 8-23.83- I CERTIFY THAT THE -I SSLIS,.WA5t1114STALLED AS SHOWN PLAN of S.S.D.S. AS -BUILT Y, P L01- B SALEM STREET, - OWNER' DOM BROWSKI #_ D ATE:8/24/8.3 SCALE I 1"=`50/ i`K. ., T) w_3 ��iaYx q j, '.• . Fes. J yip i T ♦yf 4 � P jf-\Lt INA J ( tlL11 1 D— s4 + (P-44) of & poVEi�, . M4 , WA-rcR soppy Q (wnl D WEU- A� oucD]�re SS StPTIc Sy STS PE'S16A) PA -r6, APRzou J6 AuTliol,�ITy PCAIJ 19651 Govr; IK FLIA.) P4 V7 Co,�plT��s DL 54PT1 c SYSTCM t J SU U --TIO" , Y--x4V4T(d/J )NSpj�-.G T jD&V p4rE �'-Z-tel Q I�lJSS [� I~'� iL- I v5p6—�-rloo FI PE FVO,,-A t tv 16'41TjD�ALL J N5FbZ: (oNj ��►= ,a►�Y) DIS�iPt'�Dv�l� R� 150 rvs DA TC t rry TA Or [,-IFigS5'0 F/0IL AP12I?7VII\JG AUTHOJ-�«-y - ��* Nsmu &( A, G �6sd FwQL APpROvAL-- D,or� Ap►)�ajvJG 13u rHogl vj , FCOP05� V�� �` 4 - 6(1bsOV, �eJ 2 o 0 cess l�, 4i a(KC, 1 -tc) -rtou,5 TC> vIyeellilelk) ,u rder drive --Ev z7 -J'7 NOATh OFFICES OF: 1?�'; ° '.� Town of BUILDING CONSERVATION NORTH ANDOVER 1-IEALTIASt� ` ° US, INVISION OF Gh PLANNING PLANNING & COMMUNITY DEVELOPMENT KAREN 1+R NELSON, I)IREC:"I-OR CONSERVATION COMMISSION PUBLIC HEARING PURSUANT TO THE AUTHORITY OF THE WETLANDS PROTECITON'ACT, MASSACHUSETTS GENERAL LAWS CHAPTER 131, SECTION 40, AS AMENDED, AND THE TOWN OF NORTH ANDOVER'S WETLAND PROTECTION BYLAW, THE NORTH ANDOVER CONSERVATION COMMISSION WILL HOLD A PUBLIC HEARING ON Wednesday, August 2, 1989 AT 8:00 P.M. AT THE SENIOR CENTER, LOCATED AT THE REAR OF THE TOWN HALL NORTH ANDOVER, MA ON THE NOTICE OF INTENT OF:BAYFIELD COMPANY TO ALTER LAND AT: Lot 9 (4140) Willow Street FOR PURPOSES OF: constructing an office and light manufacturing facility. PLANS ARE AVAILABLE AT THE CONSERVATION COMMISSION'S OFFICE, TOWN HALL, 120 MAIN STREET, NORTH ANDOVER, MA ON .WEEKDAYS, FROM 8:30 to 4:30 P.M. AND BY APPOINTMENT. RUN.ONCE North Andover Citizen cc: PLANNING - - N BOARD OF HEALTH PUBLIC WORKS HIGHWAY DEPT. APPLICANT ENGINEER DEQE FIRE CHIEF BLDG., INSP. BY: PAUL L. TARIOT CHAIRMAN, NACC ON July 27, 1989' Invoice: Bayfield Company 242 Neck Road Haverhill, MA 01830 1r tial ,a Ati�v�l� MA. 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