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Miscellaneous - 1474 Turnpike Street
I'V7LI i - r #J �`'- ���� ���� -� �r � �1CL � � -�� ��r n l CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET HAVERHILL, MASSACHUSETTS 01830 (508)373-0310 FAX: (508)372-3960 December 2, 1996 Ms . Sandra Starr Health Administrator to fig/ North Andover VN A 146 Main St . o\N$ FRF North Andover, MA 01845 41 � RE: 1474 Turnpike St . Dear Ms . Starr: Attached is a revised plan for the above referenced property. With respect to your comments listed in your letter of November 25, 1996, I ofer the following. 1 . I have added a reserve area to the plan and also a note that if the reserve area is unacceptable, in the event of failure of the replacement area, a repair system can be placed in the replacement area. 2 . The testing provided are sufficient . The plan contained 2 deep tests and two peres . One deep test and one perc is in the replacement area and one of each is in the reserve area. 3 . The site evaluation forms were provided by Hayes Engineering who did the testing It has sufficient information for design. You should have completed forms in your office. We will try again to get the fully completed forms from Hayes . However, lack of these forms should not limit review. 4 . There is much to review in the submitted plans that should have been reviewed and commented upon. A review should be thorough so than when a revised plan is submitted, it can address all of your concerns at once rather than over several revisions . As a result of your telephone conversation, I changed the title of the plan from "Repair" to °Replac e ?, Plan. Ver ly yo t � Phi G. hristiansen PGC;lc cc : William Scott Town of North Andover, Massachusetts Form No.2 • NORT1y BOARD OF HEALTH �\�/�� F w F DESIGN APPROVAL FOR : "5``� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM • Applicant Test No. Site Location Reference Plans and Specs. S 11Z 7h ENGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. ,j L CHAIRMAN,BOARD OF HEALTH : Fee tic) Site System Permit No. �� w 1 i r 01 C-71 i TO 'sA/J L 7 DATE // — 7` 26 FROM o UK 011'C c Subject %/��s s e���c ���� t dfQ 4o, I ir-Hfe CepR a,,i R4e > >- a Lvoss rk a,pt A 13C f3,.;s Co - W6e.vc }fie +)-asl w3S PA-4 vp 6y "e kdose- a- yv U tielpp- Q wt e tt/I Y-bQ e sk4,Q- iv 1/lJ� �� �1DVt� dJ Cid �QLFIi lJeS� 7d SjU��dl �[q � S UP c1S �- S � N �e. wow►a�l � s ����� � � ree��� � Se. N laNvQvS, wt� inile� Cou,�Y-ry5i G1P � .� � ( uS�T ��SS OJV l r f ti %�, o �. e S V i�l' l.tJ o u t�. �l r N, /a� cpk e UNITED STATES BANKRUPTCY COURT ' DISTRICT OF MASSACHUSETTS 1(4 S� In re: ) BENJAMIN C. OSGOOD, ) Case No. 93-18838-JNF Chapter 7 Debtor. ) NOTICE OF HEARING AND RESPONSE DEADLINE You are hereby notified that a hearing will be held on October 24 , 1995, at 10 : 15 a.m. on the Second Application Of Craig and Macauley Professional Corporation For Interim Allowance of Fees and Expenses (the "Application") . The hearing on the Application will be held before the Honorable Joan N. Feeney, United States Bankruptcy Judge, Courtroom No . 1, 11th Floor, Thomas P. O'Neill , Jr . Federal Office Building, 10 Causeway Street, Boston, Massachusetts . All responses to the Application must be filed by October 20, 1995 at 4 : 00 p.m. with the Clerk, United States Bankruptcy Court, 1101 Thomas P. O'Neill , Jr . Federal Office Building, 10 Causeway Street, Boston, Massachusetts 02222 . Through the Application, Craig and Macauley Professional Corporation, counsel to the Chapter 7 Trustee, requests interim compensation in the amount of $59 , 048 . 50 and $6, 617 . 16 for expenses incurred from February 1, 1995 through August 31, 1995 . A copy of the Court ' s Notice Of Nonevidentiary Hearing and Response Deadline is attached hereto. CRAIG AND MACAULEY PROFESSIONAL CORPORATION Dated: September 29 , 1995 J� William R. M orman, Jr . (bma02786) Peter J. Roberts (bma04511) Craig and Macauley Professional Corporation 600 Atlantic Avenue, 29th Floor Boston, Massachusetts 02210 9755U (617) 367-9500 UNITED STATES BANKRUPTCY COURT r District of Massachusetts IN RE: Chapter 7 " Benjamin C. Osgood , Debtor(s). Case No. 93 - 18838 NOTICE OF NONEVIDENTIARY HEARING AND RESPONSE DEADLINE RE: Second Application By Craig And MaCauley Counsel To Trustee Jillian Kindlund Aylward For Interim Allowance Of Fees Expenses . c/s. TO: William R. Moorman Craig and Macauley, P.C. 600 Atlantic Avenue Federal Reserve Plaza Boston , MA 02210 OBJECTION/RESPONSE DEADLINE: 10/20/95 At 4:00 p.m. (If left blank, response deadline shall be governed by the Local Rules.) HEARING: 10/24/95, at 10:15 am before the Honorable Joan N. Feeney , Courtroom 1, 11th Floor, Thomas P. O'Neill Federal Bldg., 10 Causeway Street, Boston, MA 02222 (If left blank, the court shall schedule a hearing only if a response is filed.) THE MOVING PARTY IS RESPONSIBLE FOR: I. Serving a copy of this notice, forthwith, upon all parties entitled to notice; and NOTICE TO ALL CREDITORS. 2. Filing a certificate of service of this notice seven (7) days after the date of issuance set forth below. ** If the movant fails to timely file a certificate of service, the court may deny the motion without a hearing. Date of Issuance: 09/26/95 By the Court By: Charlotte DiBenedetto Deputy Clerk Tel: (617) 565-6076 ------------------------------------------------------------------------------ Any request for a continuance MUST be made by WRITTEN MOTION. (See Local Rule 35.) The above hearing shall be nonevidentiary. (See Local Rule 26.) If in the course of the nonevidentiary hearing, the court determines the existence of a disputed and material issue of fact, the court will schedule a further evidentiary hearing. If no objection or response is timely filed, the court, in its discretion, may cancel the hearing and rule on the motion without a hearing or further notice. ** If the hearing date is less than seven (7) days from the date of issuance, the certificate of service must be filed no later than the time of the hearing. form#1 s.............................. ` No......................... THE COtdMONWEALTH OF MASSAC110SETTS BOARD OF HEALTH EALTHlV.. .... . .... OF.. ._ O/� /.[.7...1.71.1..!✓.Q.tl.!=..:. - U - ,�J .T, lll�r�t#i><�tt flit 11wflowd �i�1><it h (tI><�tl #t•ttr#i>!itt tp�ttti# pair an Irldividu�tl Sewage Disposal fi Ifcati is hereby made for a I ertnit to Construct ( ) or lZe! �PP� System at ..................... ....... .... �1 or Lot td o. 1 .ca i A Idrex ----------------••--•--..... 7 ..�u.Tr� �. _..... .......................•--............_ ---•-- nddress W -------------------------I ---------------.-.-.-.-.---•-•---•--.-. -.- 1„tatter 3,S'7 0 Type of Building Size Lot-------------- ----•-...._.. Dwelling— No. of 13edro<mts..-....-.... ------------------------j1�xpansiornt Attic ( ) Garbage Grinder ( ) Other--Type of 13nn , owers ( ) -- ilding ............................ No. of persos................. .......... Sh pt Cafeteria ( ) u _ ' ..-........ Otherfixtnres ................ .. .......... ................. ....... ...-........, Design Plow............................................gallrnts per lersrnt Sr da Total daily now............. ...........:.. g+llnns.. �gll� te1)u Scpt[c Tank-- 1_uluul c:pac•ty� .Qs rgth1�..1�...-. � Diameter... ....... � ' =1.......... 'Total I_ength�r.y---�..._. Total leaching area----•------• -------sq• ft. W4 Disposal Trench -- No. ..t�..-.-• -•-- �� idth... .............sq. ft. 3 Seepage Pit NO;....... ...... ( Total leacltitt area.... .....- Diameter.............. Depth below inlet......_.... g 7 Other Distribution box ( � PGCr1t tk (� p 1 ��/'n Date— l . 9�.---...--•--•.._..... Percolation Test Results Perforntcd by.. . u/°5...... 5 /r •----- ' l ntmtt / a Test Pit No, 1...�..........� tesperntch Depth of fest Pit...l ...--..._. Depth to ground water...................��.. H // [s. fest Pit No. 2_..`�..._..ntinutes per inch, Depth of Test,Pit...1141-.:.--.- Pcpth to ground water........��....-..... ..........--••----•...................•----.........__.............----------••----•---......................................................... O . N � ---- lr�......................................................................... Description of So ...... ........ ................................ ......... .. .................... ..••--...............---•----•---. .._..,.-----•--....:,............................--• ..........j...... ;..... U Nature of Repairs or Alterations —Answer when applicable...... ...................................................................... -•.............................................................•••---•----......------••---.......----•--- •-----. Agreement: The unst undersigned agrees to inall the aforedescribed itidividtctl Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary COde -- The unclei-signed further agrees trot to place the system in T op oration until a Certificate of Compliance has been issued by the board of health. Signed............................................. ---•-• nate Application Approved 13Y :.._... .. . .................... - .. Date lie Jollowhig reosorts:.............•-......._----••--.........._................. ......... ....... ---------------------------------- Application Disipproved Jor E --------------....................................... .. ----- . .D._..... ----•-----....__ ate Permit No.......................................................•• Issued_................ ate D .--------••••........._.....---- ate THE COMMONWEALTH OF MASSACHUSEV'rS BOARD OF HEALTH ............O F,............................. ......................... (g ex#if Prat#le lit Tom . THIS 1.S 7.0 CP:RTIFY, "Iliat the Tn(liviclu:tl Sewage Disposal System constructed ( ) or Repaired ( ) ..................................••-..-.--------•------..---------•-•-••-----••-..-...--..-----..------•--.--- ty....................... Installer . ...................... ............................ his been installed in accnrdance with ilio provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.............••.------.---............... dated.. .....-...........--.----...---........_..... T11E ISSUANCE OF TIIJS CERTIFICATE SHALL NOT BE CONSTRUE) AS A GUARANTEE THAT T1IE SYSTEM WILL FUNC110N SATISFACTORY. DATE................................ ..................•---- -••-••---•---••••--• Inspector.................. .........,. .............. . -- .........---...---- ............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........................OF_.................................................................... N o ......................... 111ofttivttl �Ili►rit + n�t�;#r�tr#furl11it•�tt1x Permissionis bereft}, granted................... •.-•---•. . -• -•-••---r... ---••--. . ... .......................................... ......... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo................. - ....--- ---••-•--••--•-•--. ......................._..............-- ......a......-_...... - Strcct as shown on the application for Disposal ��'orla Construction Permit No..................... I MNI.._......................................... ............................................................ n„ard or rlcalth DATE......................................................•............................................................... rORM 12'315 }109139 & WA.RRFN, MC.. PU9LISIIF_RS CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET HAVERHILL, MASSACHUSETTS 01830 r0v(508),373-0310 FAX: (508)372-3960 ,'- TO: Ms . Sandra Starr 1 4 1996 1 Board of Health North Andover RE : Septic System Design Plans � Date: Attached are plans for This design is a new submittal a revision with the following changes IInl UG Qu Iflu Ul G1 1-11771CD.Cllui110EIIINu r171A 1`lV 1U1 IG4UI:1uu t U`t FORM 11 - SOZL EVALUATOR I'OR 4 Page 2 On-site Review -deed Hole Number ,,....... Daie .: ..... . Time:. ' e Location (identify on site plan) ., * ..,. .S`f„CU6 .�� r���- .....Eli's T(!fG V�pgs . Land Use _, ,,:. A b Mope (%} Surface Stones'... = `� 0-'Co*j............. Vegetation .. RsS }w l h... e....� 1,+11 + ('apt-ice 'A..... �..... .............:............ Landform .,... Position on landscape (sketch on the! back) ................................... Distances from: Open Water Body. ....... fc,et brainage way..... .. feat Possible Wot Area �Z.1p feet Property Line .... ' feet Drinking Water Well ':. feet Other . i ]r' Depth from SurlacF Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) {USDA} (Munsell) (Structure, Stones, Boulders; Consistency, %Gravel) , I 4�0 ''Y&C” .C)4. ................ r A t Parent Materia! (geologic) t-Q- (I �. ..........� .................. Depth to Bedrock: ` .. . . .. Death toGroundwater: Gtandin.g Wr -,;e, in the Hole: /�t r► Weeping from Pit Face: Estimated Seasonal High Ground Water: MAY-02-96 THU 07,21 HAYES ENGINEERING FAX N0. 16172467596 P. 03 FORM 11. - SOIL EVALUATOR FORM Wage 2 i On-site Review Deep Hole Numberr. ,.... Date...,. ....1�? Time.....:....... Weather � "`�... . Location (identify on site plan) it land Use ,......... ... Slope (%? .... Surface Stones ..... ........... ... .... 11 .......... 1:�... t� ....... ... .................................................................. .. ............................... Vegetation Ocx_ ........ . Landformti ' L ....:................ Position on landscape (sketch on thi) back) .................................................................... ............. .. Distances from: Open Water Body .. . .......... feet Drainage way feet Possible Wet Area 7.16b feet Property Line . feet Drinking Water WeilV .... feet DEL7-OBSIERNIA J,JL AL'%.-F ITOLE LOG Depth from Surface Soil Horizon Soil Texture Sail Color Soil Mottling Other (Inches) (USDA) (Munsell) (structure, Stones,Boulders, Consistency. % Gravel) .... f el . cobh e4 7 � � ,e>y,2 Parent (Material (geologic) . .. ! + � �✓(i 6'd .. Depth to Bedrock: �... D(:, th to Groundwater:, Standing V%'�: ,- in the Hole: .44 Weeping from Pit Face: Estimated Seasonal Hign Ground Water: /. i 12/04/1996 07:05 FROM EMS/INSIDER'S GUIDE TO 8873103 P.01 ---------------------------------------------------------------------- _. DEC-04-96 WED 06:21 HAYES ENGINEERING FAX Na. 16172467596 p, 05 KAYE$ENGINEERING,INC. AM wajstns 1 wAKEFao,MA 01W FORM Il - SOIL EVALUATOR FORM ist�?246,28paIt� FAX(817)246.75$6 Page Y No.:. �.................... ,.ct_ Date ..... S Ai6At0 So COmmOnwedlth Of Massachusetts -` MaSS8Chusetts TtJWN OF NQRF SALT V fi/ tVoc�Vo�}vFC`" BpP,Rp OF HEALTH Ass�sct for �n- � L�-v 4199� O1 Seti�a a 7�rs cal Performed By: _ ...._.... p r�o�..........................„ . . . .... . ..... Witnessed B .. ... LL...... %414- 5ate.vv, S4, scoleoper -. . � 14-14. 54t le wl SE- New construction Repair ❑ Office Review + Published 'I Soy Survey Available: No ❑ Yes Year Published ... �g. Publication Scale .L .1. ` Soil Map Unit.. Drainage Class Soil Limitations Surficial Geologic Report Available: No ❑ Yes ❑ Year'Published Publication Scale ........ ...• Geologic Material (Map Unit) .... ....-........... . . Landform ....................... ........................... . ......................... . .. ......................... . . ....... Flood Insurance Rate Map: Above 500 year flood boundary No ❑ Yes Within 500 year flood boundary Nog Yes El Within 100 flood ood boundary No � Yes ❑ Wetland Area: National Wetland inventory M a (map unit Wetiands Conservancy Program Map (map unit)....................................... ..... Current Water Resource Conditions (USGS): Month .. ....... Range : Above hove Norma. ❑ Normal ❑ Below Normal Other References Reviewed: i 12/04/1996 07:05 FROM EMSiINSIDER'S GUIDE TO 8873103 P.02 -------- DEC-0496 WED 0621 HAYES ENGINEERING FAX N0, 16172467596 P. 06 . w►Yas ENGINEERING,INC. ws saw sniEt? FORM 11 - SOI, EVALUATOR POMI WAMP ZW MA CI$W Page 3 olt gra 6i !FAX(617)248.7586 Det._emdnation , Season "iWater� � Method_Used: ❑ Depth observed standing in observation hole....N inches ElDepth weeping from side of observation hole..PW.. inches ❑ Depth to soil mottles ........... Inches ❑ Ground water adjustment feet Index Well Number................... Reeding Date.................. Index well level ............... Adjustment factor .................. Adjusted ground water levet .......... ................._. . , Qggthor_f_NaNaturally Occurring gPe Pervious ! fier_i,a_l _ Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area prbposed for the soil absorption system. CIAO If not, what is the depth of naturally occurring pervious material? Certification I certify that on A (date) I have passed the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017, Signature Date `�fi'- __ 12/04%1,996 07:06 FROM EMS/INSIDER'S GUIDE TO 8873103 P.03 .DEO-04-96 WED 06;19 HAYES ENGINEERING FAX N0, lel rz4s{5a� r' ub HAYF.S ENGINEERING.INC. FORM 11 - SOLL EVALUATOR FORM 803 SALElA 8'rREET wAKMaA,MA 018W Page 1 0&(617)246-7W6 oBtG........... 1&0&V� Corlmonwealth of MasSaChusetts A16 , 4sjzvaP Massaehusetts ui►ta il'tv�, AsSWMent for On-site Sffage&P-0al Pert rmed B c<SY Cly1. c2d... . ...... .. ..................... .. p y, Witnessed By: .. _c~'............:...: µ..:._.......... . ::: :.:.:�::_.::.:'::�:.: .. _____.: . .........� :::.:.:.,:..:.... .:..: .. .... _'� av - 1..3Yr, yam" New Construction Repa(r [� . Qffice Review Published Soil Survey Available: No ❑ Yes Year Published ...j./a•l Publication Scale �fj• �� Soil Map Unit ... ....a... r drainage Class Soil Limitations Surficial Geologic Report Available: No ❑ Yes ❑ Year Published ... Publication Scale ................ Geologic Material (Map Unit) .. Landform ............................. . ...................... . Flood Insurance Rate Map: Abovo 500 year flood boundary No ❑ Yes Within 500 year flood boundary No B� Yes ❑ Within 100 year flood boundary No t'T 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 ❑ Below Normal Other References Reviewed: 12/04/1996 07:07 FROM EMS/INSIDER'5 GUIDE TO 8873103 P.04 ;;DEC-04-S6 WED 06:20 HAYES ENGINEERING FAX N0. 16172467596 P. 04 NAYES ENQ1NEERiNG,INC. :Bass SIRMY FORM II - SOIL EVALUATOR FORM WRM0,MA 01880 (8fM Page 3 . . 'FAX(6173 240-T395 • I Detenninadon fOr SeaSond- Hhalt Water Table Method Wled: El Depth observed standing in observation hole....... inches O Depth weeping frorn side of observation hole.......... inches ❑ Depth to soil rnotties ..... inches ❑ .Ground water adjustment . feet Index Well Number Reading Date Index well level Adjustment factor ....,............ Adjusted ground water level ....................... ... .... . Deoth of Natura(iv Occurriaa f'grvi__._.ous Material Doesat least f f four u eelf o naturally occurring pervious material exist in all ar as e obs rv ed throughout ut the area proposed for the oil absorptionsystem? Il not, what is the depth of naturally occurring pervious material? Certification ( certify that ony �' (date) I have passed.the'examination approved by the Department of Environ ental Protection and that the above analysis was performed by me consistent with the required training„ expertise and experience described in 310 CMR 15.017. Signature ° Date 12/04/1996 07:07 FROM EMS/INSIDER'S GUIDE TO 8873103 _PI BEC-04-96 WED 06: 18 HAYES ENGINEERING FAX N0. 16172467596 P. 01 � � .AYES ENGINEERING INC. . S+�LF.]�1 STREET' <Waa ic.�rA orseo FORM II - SOIL EVALUATOR FORM tef7124b8d00 FAX(W n 2464M page Z Flo. ...! . 3.... ..... Q-ed COMMOnwea)th of MaMMUSetts Date. ............ No. ) xvpd*r„�massechusetts soil Suitability Assess ent,for Or S___ewaIh al Performed By: ... al �.._...... ............................... Witnessed By:... ' '�t 'i .4y.........,::.. `� :..:.::..::....: ... ..._.. .................... a ................... ''°'°"*Admn,or ��k1 t� (�'q lE.wl�-" o�r•�row. �/�L� .�G'1�/�2 0 0�� 'V>te .`\ Tddw.t4 / / s 7 �ivvoV$�a2� �71t1-s� , New Construction Repair d a .Review Published Soil Survey Available: No ❑ Yes Year Published AW Publication Scale 1.1 �' 1 Soil Map Unit . .....4,4 Drainage Class .__ff—_ Soil Limitations Surficial Geologic Report Available: No ❑ Yes ❑ Year Published ..........:... Publication Scale . .............. Geologic Material (Map (Jnit) ... .. .... . ................ Landform ......... . _......................_......... Flood Insurance Rate Map, Above 500 year flood boundary No ❑ Yes C� Within 500 year flood boundary No Yes ❑ Within 100 year.flood boundary No ED-- Yes ❑ Wetland Area: National'Wetiant! Inventory M ap ((map unit) WetlandsConservancy Program Map (map ........... .............. . . . unit}................................. Current Water Resource Conditions (USGS): Mon th Ran . 9sAbove Normal I Normal ❑ Below Normal 12/04/1996 07:08 FROM EMS/INSIDER'S GUIDE TO 8873103 P.06 DEC-04-% WED 06,19 HAYES ENGINEERING FAX N0. 16172467696 P. 02 HOW ENGINEERING,INe. 7)24&2 O A 01980 FORM 11 - SOIL EVALUATOR DORM FAX(617)2x6.7596 FAX 3 ,. 3 D_efg1za&adoy1 fgr SeawVadH&h- ate: Table ❑ Depth observed standing i6 observation hole..._ ? ... inches ❑ Depth weeping from side of observation hole.... ! ... inches r ❑ Depth to soil mottles inches Ground water adjustment .................. feet, ... index Well Number Reading _........___ index well level ................ Adjustment factor .......,......... Adjusted around water level D f Naturally Occurring Pervious M t ial Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil.absorption system? If not, what is the depth of naturally occurring pervious material? certification I certify that on ,OW- (date) t have passed the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature `'`Date S19 6""' , I 12/04/1996 07:0,8 FROM EMS/INSIDER'S GUIDE TO 8873103 P.07 .DEC-04-96 WED 0622 HAYES ENGINEERING FAX NO. 16172467596 P. 07 NAYM ENQINEERINO,INC. WRXWELD,MA maw FORM 11 - SOEL EVALUATOR JFORM F�Ax� 46_rasa Page 1 No. _y.................. Date-.. ..P—.:9 woo-obso Commonwealth of Massachusetts {�o.g Noone , Massachusetts u> ilril�A_ssessmenor On-site Sewa�g 1' osrlt Performed By: �Ao'►!. :... 'e1 . ..:...... Witnessed By: .... ( � .. ... ..M.�............ ._M., .,. ......�.... ... .........................._......................._._.................... ........................................................................__.....__._..`._.................................._.................................. >,��Q HI 44 Sa1.e,4A St 'f Eve, U sci�rod.or-" f 114e. o tiDUO $atm New construction , Repair ❑ QlSc@ F�ErYiew Published Soil Survey Available: No ❑ Yes �� Year Published Publication Scale Soil Map Unit . .....q. Drainage Class Soil Limitations .... ................. Surficial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale ................. Geologic Material (Map Unit) ... :.......... � ..,................... Landform .. . . .. . .............. Flood insurance Rate Map: li Above 500 year flood boundary No ❑ Yes Within 500 year flood boundary No tr1 Yes ❑ Within 100 year flood boundary No Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) .. Wetlands Conservancy Program Map (map unitl.................. ..... ... . ....... .. ... . Current Water Resource Conditions (USGS): Month .... ..... Range : Above Normal ❑ Normal ❑ Below Normal Other References Reviewed: 12�04i1996_07:09 FROM EMS/INSIDER'S GUIDE TO 8873103 p,08 DEG-04'=96 WED 06.22 HAYES ENGINEERING FAX NO, 16172467596 P108 HAYS$ENGINEEIiINQ,INC. 903 MLEM sraesr FORM 11 - SOIL EVALUATOR FORM (66t�4&�erase �Ll� Page 3 FAX OM n 2465-Mg a uL�37 Determination f,^or Season I Water Table Method UUd: CD Depth observed standing in observation hole........... inches Q Depth weeping from side of observation hole.. . inches ❑ Depth to soil mottles ......1..f_ 'inches ❑ Ground water adjustment ................. feet Index Well Number ................... Reading Date _....._...___ Index well levet _......__..... Adjustment factor .................. Adjusted ground water level ............ .. Depth of-UAturgUy Occurring Per views j�llaterial Does at least four feet of naturally occurring,pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? CeE11fi ation I certify that on 0 [ (date) I have passed the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date 11/27/1996_13_21___FROM_EMS/INSIDER'S GUIDE TO 8873103 P.01 MAY--02-98 THU 07,21 HAYES ENGINEERING FAX N0. 16172467596P. 03 FORM 11 - SOIL EVALUATOR FORM Page 2 I ' Q *t 8 leW Deep Hole Numbee ........... Dole:. Time-. Time . Weather �j f.... (.a.S.. Location (' ratify on site plan) Lard Use ry?$.. S._rf....-...5........-- �Y� ._ u ace tone$ ... . .. ............ . slope 1%) ../�._ Vegetation V0- ,f... .. '✓ .......... . Landform .!!`�('Q- -rte. Position on landscape (sketch on tho back) ............................ Distances from. Open Water Body feet Drainage way................... teet Possible Wet Area 7./.ba. feet Property Eine ........... feet Drinking Water WeliV feet Other 101"N HO Lou DEEP OBS, Depth from Surface S0 Horizon Soil Texture SoJ Color spy mowing Other (inches) (USDA) Nuns") (Structure,Stones,Boulders, - Consistency. %Gravel) r A 3fey or 41 cot th. cob { _ 7 - 11� a � l Parent Materia! (geol0gic) Depth to Bedrock: Depth to Growndwate. Standing VVa"a- in the Hole: .VA W Jl1A eeping from Pit Face: Estimated Seasonal rilgn Ground Water: ..1e0` 11/27!1996 13:22 FROM EM5%INSIDER'S GUIDE-- TO 8873103 P.02 -- MRY-02-96 THU 07:21 HAYES ENGINEERING FAX N0, 16172467596 . FORM It - SOIL EVALUATOR FORM Page 2 0l�"5 a &Ei81U �o Deep Hole Number `3........ Date:................. TIM: Weather ........`'.:� .. ......:. .. Location (identify on site plan) JG. . .14. }. . . c:,n'E..i�R { ..F ...... ........... Land Usc .......-L A ................ .. lope (96} Surface Stones .S�'�'?A!1�:.��....... ....... . ......... Vegetation ..�-t. ASS, W �, e. 1'"wt-e'....(�4 b Landform ..... ...................... .... .............I...................... ................:................................. . ............................ .. Position on landscape (sketch on the back) ........................................................:.................. . ....... ......... . ...... Distances from: open Water Body. 71 p feet Drainage way..... 4. feet Possible Wet Area feat Property Lina ....SO ....... feet Drinking Water Wei! tJP'.. feet Othor . DEEFOBSERVATTON HOLE LOG 0017th frorn Surface Soil Warizon Sort Texture Soil Ce[or Soil MottNgg Other (trtCteeS} (USDA) trVFWvrtiA IStruawre.Stones,Boulders. Coeuistetne ,°ya Gravel) 0 G rl- C f �- � s r ................... j I +_1 • 1 l Parent Material (geologic) Depth to Bedrock: I Iva Qq olh to GroundwgIat: Ltanding Y1r..:e: in the Hole: ... Weaeptng from Pit Face: 9`' J. Estimated Seasonal High Ground'Water. i .. .- ' 1 ii s i { Town of North Andover, Massachusetts f "ORT" BOARD OF Form No.3 °;•'ti HEALTH h L • � 19 9SS'�CHUSEI DISPOSAL WORKS CONSTRUCTION PERMIT Applicant _ NAME - ADDRESS Site Location TELEPHONE Permission is hereby Sewage Disposal Systemranted to as shown on the ( ) or ( an Individual Soil Absorption the Design Approval S.S. No. ------------ N CHAIRMAN,BOARD OF H ALTH / Fee D.W.C. No. 9027ORD, 01921 t LO 18 t99i a (508)887-3102 April 28, 1997 Sandra Starr Health Agent North Andover Board of Health North Andover, MA 01845 Dear Ms. Starr: Enclosed are the recorded Restricted Covenants for the property at 1474 Turnpike Street. If you should need any additional information, I can be reached at the telephone number listed above. Please call me when the Certificate of Compliance is completed. Thank you for your assistance in this matter. Sincerely, � (WA� Robert Messina w J �0 RESTRICTIVE COVENANTS Whereas, Messina Development Company, Inc. , being the owner of certain real estate in North Andover, Essex County, Massachusetts, known as 1474 Turnpike Street, more particularly described as follows: That certain parcel of land, with buildings thereon, situated in North Andover, Essex County, Massachusetts, being shown as Lot 1 on a Plan of Land located in North Andover, MA. Record Owner: Estate of Mamie M. Schroder. Executrix: Evelyn Schroder. j Applicant: Messina Development, 44 Great Pond Drive, Boxford, MA. Scale: 1"=40' Date: November 11, 1996, Revised December 3, 1996, Christiansen & Sergi Professional Engineers Land Surveyors, 160 Summer Street, Haverhill MA 01830, and which plan is recorded with the Essex North District Registry of Deeds as Plan No. 12990 and reference may be made to said plan for a more particular description. Being a portion of the premises in deed recorded with Essex North District Registry of Deeds in Book 4684, Page 312. _ Whereas, the On-Site Sub-surface Disposal System is designed to accomadate a dwelling with a maximum of two (2) bedrooms; Whereas, Messina Development Company, Inc. hereby declares that i't"imposes a certain Restrictive Covenant as outlined herein for the benefit of 1474 Turnpike Street, North Andover, MA; NOW THEREFORE, the following Restrictive Covenant shall apply to 1474 Turnpike Street, North Andover, MA: The dwelling shall be restricted to no more than two bedrooms in accordance with the requirements, standards and recommendations of local public health authorities for a Subsurface Disposal System. This Restrictive Covenant may be amended and modified in the event the On-Site Sub-surface Disposal System capacity is increased or decreased in accordance with the requirements, standards and recommendations of local health authorities for Subsurface Disposal Systems. TERMS. This Covenant is to run with the land and shall be binding on all parties and all persons owning said premises. ENFORCEMENT. Enforcement shall be by proceedings at law or in equity against any person or persons violating or attempting to violate any Covenant either to restrain violation or to recover damages. Return to Russell&Bernard Boz 39 / s IN WITNESS WHEREOF, the said Messina Development Company, Inc. has caused its corporate seal to be hereto affixed and these presents to be signed, acknowledged and delivered in its name and behal€ by Robert Messina, its President, duly authorized, this day of April, 1997. MESSINA DEVELOPMENT COMPANY, INC. BY: QR �t�1I1QCcd y �'�si Mar eMessina, Pnt COMMONWEALTH OF MASSACHUSETTS p Essex, ss. Apri1X0 , 1997 Then personally appeared the above-named Marylee M ssina, President as aforesaid and acknowledged t foregoing in ru ent to be the free act and deed of Messinaevlepment Co pan Inc. , before me, No ry ub c 5 My Commissio Exp res: r i ESSEX NoRT LAWRENCF,, REGiSTRv pass. o� A rR�E COPY: Arr�sr. � REGISTER OF OE13 Town of North Andover o< NORTH OFFICE OF 3a ,�'"� °oma COMMUNITY DEVELOPMENT AND SERVICES ° A 30 School Street North Andover,Massachusetts 01845 '►y` WILLIAM J.SCOTT SSAcHus� Director June 10, 1998 Mr. & Mrs. James Finley 1174 Turnpike Street North Andover Ma 01845 Re: Building Permit for Dormer Addition Dear Mr. & Mrs. Finley: Please be advised that the Building Department requires an application for the addition of a dormer to your property. You are ordered to cease and desist immediately. Please contact me upon receipt of this letter. If you have any questions please call this office at 688-9545. Very truly yours, Kenneth Surette, Building Inspector cc: Robert Nicetta, Building Commissioner Sandra Starr, Health Administrator f `w BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 C...�U� �/ %O ��� .�, ►�. Form No.4 Town of North Andover, Massachusetts BOARD OF HEALTH April i 1 _?9 • 19-3-7-- CERTIFICATE 9-3-7—CERTIFICATE OF COMPLIANCE I This is to certify that the Individual Soil Absorption Sewage Disposal System constructed ( ) or repaired (X) Dave Ma nard by Y INSTALLER 1474 Turnpike Street, North Andover, MA �at SITE LOCATION " has been installed in accordance with Board of Health Regulations as described in the Design Approval Site System Permit No. 882 dated L4-19 -- The issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. ] BOARD OF HEALTH APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: 3 -- i' 7 CURRENT INSTALLER'S LICENSE# /L� / I LOCATION: LICENSED INSTALLER: SIGNATURE: TELEPHONE# CHECK ONE: REPAIR: NEW CONSTRUCTION: IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS-BUILT. Administra ' e Use Only 7 ` $75.00 Fee Attached? Yes No Foundation As-Built? Yes No Approval Date: i I TOWN OF NORTH ANDlofMassachusetts BOARD OF HEALT 03 sAL ENGINEERING,INC. FORM 11 - SOIL EVALUATOR FORM 603 SALEM'.STREET WAKEFIELD,MA 01880 MAY 1 1 199Page 1 (617)246-2800 FAX(617)246-7596 No. :.....l.. ,........... ....... Dateao 50 ommonwealth Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed B ©'amu 7�e; y: ............. .... Witnessed By: G2 ,.cQ .............................................. ........ .....A... ........ ..... ......... ........................................... Location Address or -�6, 50wrcr'.N—. EV 6/ZIYU Lot Addresnd �Qoc.� q 1(L� T SS 14.-74- Sa e;N, 'Sf tie, • A-u a���� C New construction ® Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes B� L Year Published .-.Tl Publication Scale .1..'..� `� Soil Map Unit Drainage Class Soil Limitations .. .. _ ._. _ ._.. __._..... .............. __... _..._.. 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 El-"" 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 ❑ Below Normal 0� Other References Reviewed: FORM 11 - SOEL EVALUATOR FORM ' YAk ' ' | �n, Page 2 ` Ali Deep Hole Number Date: ^ '| - , � �'Op Location (identify on site plan) ........... Position on landscape (sketch on the back) ------------------------------ ...-- ............................................ Distances from: / Open Water Body .-`--' feet Drainage vvoy � feet to� ��tt Poonib|eVVot.Area ��',' -- feet Pnoper�' Line -�°��.... feet Drinking Waterer Well '�]=,.'0� feet Other ----- --- DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (inches) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency, % Gravel) V . Parent Material (geologic) -----'------ - Depth no Bedrock:Depth to Groundwater: Standing VVa+e� in the Hole: Weeping from Pb Face: �,^~ Estimated Seasonal High Ground VVotoc - HAYES ENGINEERING,INC. 603 SALEM STREET FORM 11 - SOIL EVALUATOR FORM WAKEFIELD,MA 01880 Page 3 (617)246-2800 • FAX(617)246-7596 etennination for Seasonal Hi la Water Table c Method Used: ElDepth observed standing in observation hole........./........A inches ❑ Depth weeping from side of observation hole .. .... inches ❑ Depth to soil mottles .................. inches ❑ Ground water adjustment feet Index Well Number ................... Reading Date ................... Index well level ................... .Adjustment factor ..............._. Adjusted ground water level ........... ..... Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I certify that on NdV (date) I have passed the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature '^— Date `� /' -------------- `r 19 0 )L)54 � T ~'HAVES ENGINEERING,INC. 603 SALEM STREET FORM 11 - SOIL EVALUATOR FORM WAKEFIELD,MA 01880 u� Page 1 (617)246-2800 •� ' FAX(617)246-7596 No.: ....�.. Date..................................... /Va'#d660 Co monwealth of Massachusetts / e &aV6EMassachusetts Soil Suitability Assessment -for On-site Sewage Disposal Performed By: Cd Witnessed By: . Ct Ixo6on Address or �l 1 n ^ ` Owner'%Name. C_ GG*4"ae44t Sam& Address, if 1,471 t/Tdeptarc d tet` je' /Jc) j�-IJ Od Ue+--' New Construction Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes Year Published �� Publication Scale �.. � Soil Map Unit ...P'. Drainage Class_�J_(--Soil Limitations .. _ _....... _ ._ . __......................__... .....:.............................. 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 Et-_�_ 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 . V. . Range : Above Normal ❑ Normal ❑ Below Normal Other References Reviewed: FORM 11 - SOIL EVALUATOR FORM Page 2 On-site Review t�� 9-..J<-6Deep Hole Numberl" Date:_.../< ? Time.................. Weather UW4. d LocationVientify on site plan) ................................................... .. ....................................................... .... .................. Land Use :r. S{`.................. Slope (%) ..lT Surface Stones ::.............................. .................. ............ Vegetation .�r .)... ...QV_►ts2......................... ...........................__....................................................................................................... Landform ..............._._................_. .................. _............--.......................... Positionon landscape (sketch on the back) ..........................................---..................................... ........................................................ Distances from: Open Water Body .v.. feet Drainage way................... feet Possible Wet Area feet Property Line .... ....... feet Drinking Water Well --- feet Other _...... DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) .(Structure,Stones,Boulders, Consistency, %Gravel) it— w Parent Material (geologic) _... __... ...._.._..._............._._.._...... Depth to Bedrock. Depth to Groundwater: Standing Wate- in the Hole: � _ Weeping from Pit Face: Estimated Seasonal High Ground Water: /©D y HAYES ENGINEERING,INC. 603 SALEM STREET FORM 11 - SOM EVALUATOR FOR)M4 WAKEFIELD,MA 01880 V� (617)246-2800 •� page 3 FAX(617)246-7596 Detennination for Seasonal High Water Table Method Used: ❑ Depth observed standin observation hole............. eL p g 'In �7. inches ❑ Depth weeping from side of observation hole.......-M- Inches ❑ Depth to soil mottles .....106 inches ❑ Ground water adjustment ................ feet Index Well Number ................... Reading Date ................... Index well level .................. .Adjustment factor .................. Adjusted ground water level ....... ____............. ._....... . Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all ar as observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I certify that on k6lfll ?l (date) I have passed the examination approved by the Department of Environ ental 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 G ,-=-Date -19/4�'7 J TO DATE -3 -18 - 9 7 / FROM—LOU f l 1M i e Q Subject1/7--/AAJK C LS //\J O /R7L-E l � � ot COUNTRYSIDE OFFICES, ROUTE.1 . ANDOVER,MASS.01845 �617/686-5232: March 18th, 1997 2 199, Sandra Starr Health Administrator 146 Main Street North Andover, MA 01845 Subject: 1474 Turnpike Street Dear Sandy: As requested by you I submit the following information: 1 . All permits are in place and is being physically tied in to town water at this time. 2. A restriction limiting the house to two bedrooms while on this new septic system will be on the deed to the property. If you have any questions, please do not hesitate to call this office. Sincerely, Louis J. Kmiec, Jr. - Owner & Manager APPRAISING,SELLING, LEASING,MANAGING 8 LAND PLANNING COUNTRYSIDE OFFICES, ROUTE 114, NORTH ANDOVER, March 18th, 1957 Sandra Starr Health Administrator 146 Main Street North Andover, MA 01845 Subject: 1474 Turnpike Street Dear Sandy: As requested by. you I submit the following information: 1 . All permits are in place and is being physically tied in to town water at this time. 2. A restriction limiting the house to two bedrooms while on this new septic system will be on the deed to the property. If you have any questions, please do not hesitate to call this office. Sincerely, Louis J. Kmiec, Jr. Owner & Manager APPRAISING,SELLING,LEASING,MANAGING & LAND PLANNING { Y U + Town of North Andover N0RTk OFFICE OF 3�cy 1�o°c COMMUNITY DEVELOPMENT AND SERVICES p 146 Main Street +,_ e 41 North Andover,Massachusetts 01845 �,9"°q,i{,•°"'ate WILLIAM J.SCOTT SSACHUS� Director January 22, 1997 Mr. Lou Kmiec Countryside Realty Rte. 114 - Turnpike Street North Andover, MA 01845 Dear Mr. Kmiec: This letter is to advise you that the proposed septic plans for 1474 Turnpike Street dated January 14, 1997 have been conditionally approved by the North Andover Health Department. In discussing the project with the Conservation Administrator, I have learned that the wetlands line has not been approved, that there will need to be approvals from the North Andover Conservation Commission to abandon the existing cesspool because it is in the wetlands and that the Conservation Administrator has questions about the monitoring well shown on the plan. Please call Michael Howard at the number below at your earliest convenience. If, as I trust, Conservation confirms that the wetlands line is at least 100 feet from the septic system, then the proposed septic plans can be fully approved. There are additional requirements required by the Health Department before a Certificate of Compliance can be issued. These are as follows: 1. It must be proven that the house is connected to a source of potable water. This will also be required by the Building Department before a Certificate of Occupancy will be issued. It must be shown that: Either a) The water of the existing well had been analyzed and meets all criteria for a drinking water supply well. Or.... b) The house has been tied into the town water supply. 2. A restriction limiting the house to two bedrooms while on this septic system must be filed with the Board of Health and on the deed to the property. Proof of the deed filing must also be submitted to the Board of Health. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 r Page 2 Lou Kmiec January 22, 1997 If you have any questions, please do not hesitate to call this office. Sincerely, Sandra Starr, R.S. Health Administrator cc: William Scott, Director, P& CD BOH Michael Howard, Conservation Commission Robert Nicetta, Building Inspector File SEPTIC PLAN SUBMITTALS LOCATION: ► 1 l.� NEW PLANS: YES $60.00/Plan REVISED PLANS YES $25.00/Plan DATE: I �( DESIGN ENGINEER: When the submission is all in place, route to the Health Secretary DATE Sheet of BOARD OF HEALTH TOWN OF NORTH ANDOVER SUBSURFACE DISPOSAL DESIGN REVIEW FEE 00 PERMIT # DATE RECEIVED APPLICANT �pU�p/1�Y5/D� �i9�T ASSESSOR' S MAP PARCEL # ADDRESS LOT # STREET # /�f 7� TU,eN�/.k*-- ENGINEERj ADDRESS 161,0 14/4UE/l�// PLAN DATE �� g�p REVISION DATE CONDITIONS OF APPROVAL: APPROVED DISAPPROVED SAI AC /�3 , vZa7=d� Tla�v c . 7z>yP C'/NIL186k 5/v<g ,4 All , til De o Caro e-Alle i0-1 Des Gsx�c B ysrc�+-�� grC� G/t- /�, /1 C3/40 G'��' 17, NO U/Y —j- �l �C i Com. 5 ca �J �ofd PLAN REVIEW CHE'CKLIST ADDRESS ENGINEER 1D GENERAL b 3 COPIES jSTAMP LOCUS L---' NORTH ARROW ��� SCALE ✓ CONTOURS L� PROFILE SECTION e--� BENCHMARKS S L & PERCS ELEVATIONS WETS. DISCLAIMER E WETS 40 WATERSHED? � Q DRIVEWAY D k — w � �(Elev}„ TER LINE FDN DRAIN SCH40-z TESTS CURRENT? ✓ SOIL EVAL SEPTIC TANK MIN 1500G �17 INVERT DROP GARB. GRINDER L(2 comps +200) 10 ' TO FDN v MANHOLE, ELEV_ GW-Z' # COMPS. GB D-BOX SIZE # LINES FIRST 2 ' LEVEL STATEMENT INLET_ - OUTLET _ (Z" OR .17 FT) TEE REQ'D? �S Lip 6�5r 5 � t -. LE INQ�_ MIN 440 GPD? RESERVE AREA' 4 ' FROM PRIMARY? &-" 2o SLOPE 100 ' TO WETLANDS `' 100 ' TO WELLS? 9: ' TO S.H.GW (51 >2M/IN) �LY �.20 ' TO FND & INTRCPTR DRAINS 400 ' TO SURFACE H2O SUPP �--- 4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER ILL? BREAKOUT MET? TRENCHES MIN 440 gp SLOPE (min .005 or 611/1001 ) SIDEWALL DIST. 3X EFF. W OR D (MIN 6 ' ) �f-- RESERVE BETWEEN TRENCHES?� IN FILL? A1 MUST BE 10 ' MIN. yf 4" PEA STONE?VENT?_ Lf (>3 ' COVER; LINES >501 ) BOT 6,� + S I DE X LDNG '�� = TOT b�. (L x W x #) (DxLx2x#) (G/ft2) Copyright © 1996 by S.L. Starr I I i PITS I 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) i 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 _ X LOAD-= TOTAL (L x W x #) (2 x (L+W)xD x #) (G/ft2) FIELDS MIN 440 GPD 900 ft2 BEDGW MIN 4 ' BELOW BOTTOM OF FIELD PIPE ENDS JOINED? 4" PEA STONE? DIST LINE SLOPE .00S? >3 ' COVER-VENT SCH 40_ MIN 12" COVER RATE ( X ) X = TOTAL L int LDG DOSING TANKS AND PUMPS DIMENSIONS P X X__ S ' _ /ADO PUMP CAPACITY qpm L W D Vol. M DISCHARGE SIZE DISCHARGE . ATE DISCHARGE TIME 9P/m MANHOLES TO GRADE ALARM SEP. CIRC. 1,/' GW (Min. 1 ' below inlet) HWL LWL CHECK VALVE_ f/ BLEEDER HOLE MANUAL Op. SWITCH__L,,/ ENUF S`T'ORAGE? TDH WEIGHTED? Copyright © 1996 by S.L. Starr CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET HAVERHILL, MASSACHUSETTS 01830 (508)373-0310 FAX: (508)372-3960 December 23, 1996 Ms. Sandra Starr T©`A`'' North Andover Board of Health e x 146 Main Street 5 North Andover, MA 01845 1997 Re: 1474 Turnpike Street, Replacement Septic System Dear Ms. Starr: Thank you for your recent comments regarding the Replacement Septic System Design for the above referenced location. I have the following responses to your reasons for disapproval: 1. The approximate locations of the existing well and cess pool have been added to the plan. 2. An appropriate benchmark(the top of the end of the retaining wall between the existing house and the proposed leaching trenches) has been added to the plan. 3. The plan has been revised to indicate access manholes for the septic tank and pump chamber. 4. The plan has been revised to indicate the slopes of all of the gravity flow pipes within the septic system. 5. The plan has been revised to indicate 4 inches of peastone at the top of the leaching trenches. 6. The proposed reserve area location has been shifted slightly to maintain a 20 foot offset from the existing foundation wall. 7. The plan has been revised to indicate that the water service shown on the plan is "proposed". 8. The Septic System Design is proposed as a replacement system to upgrade the facility to comply with Title V. Although it is not, to our knowledge, a requirement that a reserve area be designed for a system replacement or upgrade, a potential reserve area location has been indicated on the plan, in an area where a test pit and percolation test were performed in your presence. A note has been added to the plan indicating that the bottom elevation of the reserve area is to be set at an elevation of 200.66 feet. This elevation is based on the existing test pit data and the fact that the high point of the proposed reserve area shown is 4 feet higher than the high point of the proposed d74 Turnpike Street, Cont.) primary leaching area, which has a bottom elevation of 196.66 feet. In the event of a future failure of the primary leaching area, it would probably be our recommendation that a repair facility be installed at the same location as the primary facility to minimize the replacement costs. However, since you requested that a separate reserve area be shown, we have indicated it at the location where you witnessed the tests. 9. The plan has been revised to remove the check valve and to add a bleeder hole in the force main. 10. The capacity of the proposed pump over a range of head values is shown on the Pump Selection Curve. The design operating point that corresponds to the predicted system demand is noted on the curve. The actual pumping rate will vary with the changes in total dynamic head within the system. Calculations indicating that the pump controls will be set to pump a dose of 220 gallons (once per day at the design flow rate) have been added to the plan. While this complies with the Title V requirement that the leaching facility be dosed once per day, we would recommend that the on/off floats be set 3 inches apart to pump a more frequent dose of 63 gallons. This would minimize the effect of inundation and drying out that causes failure in many pumped systems with varied or inconsistent flow rates. The lower dose volume would increase the likelyhood that effluent would be pumped to the leaching facility at least once per day. If the pumping dose was to be set at 220 gallons per day for this house, it is likely that the pump cycles would often be two or more days apart. A note has been added to the plan indicating that the pump specified is capable of passing 1-1/2" solids. 11. Calculations indicating the emergency storage volume available in the pump chamber have been added to the plan. The available emergency storage above the working level is 663 gallons, or approximately three days at the design flow rate. (Since we have specified that a 1000 gallon chamber be used for a system that is to be subjected to a design flow of 220 gallons per day, was it really neccessary to have us perform calculations for you to prove that an additional 220 gallons of storage is available?) I trust that these responses have sufficiently addressed all of your reasons for disapproval. Enclosed are three copies of the revised plan. Please contact me if you have any questions regarding this matter. Very Truly'4 Yours, Philip . Christiansen Encl. VIM Sow kj iiiiii I�nliiilfR mmomiiii iiiummmmmiiiiiiiiiii iimm mm mm mmm mm ii�C�liliiiiiiiiiiiii mmmmmmm mm iiiir miiiii miiiiii mmmmmmmm m\Immmmmmmmmr�iiiiiii mm"atm=� iiilwi�iiilCiii iii ii iiii■�i' is�� �ii��■"�'iC'Jii■'� iiiiiil.ANNIMiliiiii iiiiiiiaMllkhlW -!4iii ii MMMW�[�alummm ii iiiWwwmiiiiliii iiiiilEJiiii�l: iiiiilziiiiiiiiiiiiiiiiiii iiiiiiiiii ii iii�alvlri iiiiiiiiii --� L ----- �'. j t �., ` r ! @' ♦ �.n as ...�....... { � G^, f `�A ' � c 1r & -06 a � A a 'Yeti�• \ i�'f�/.l' 1 \ ^� ` f - t.. No w ,10RTIy O�iao a,ti0 BOARD OF HEALTH 120 MAIN STREET TEL. 682-6483 �9SS4C`NUSEt�y NORTH ANDOVER, MASS. 01845 Ext23 FELE May 24, 1995 Thomas Caffrey, Esq. 300 Essex Street Lawrence, MA 01842 Re: 1474 Turnpike Street Dear Attorney Caffrey: A follow-up inspection by the Board of Health personnel was performed at the site referenced above. This inspection found that violations of the State Sanitary Code cited in an order letter dated May 9, 1995 have been corrected. Thank you for your cooperation. Sincerely, .1/VL Sandra Starr, R.S. Health Administrator cc: Lou Kniec Board of Health C,File I pORT1y 3?0 bs,4,o` BOARD OF HEALTH F 9 { ` 120 MAIN STREET TEL. 682-6483 "SS.cmUSEt`y NORTH ANDOVER, MASS. 01845 Ext23 May 9, 1995 I Tom Caffrey 300 Essex Street Lawrence, MA 01842 RE: Estate of M. Schroder, Turnpike Street, North Andover Dear Mr. Caffrey: An authorized inspection by Board of Health personnel was made at the above property on May 9, 1995. This inspection revealed a large pile of rubbish, including food, clothing and other materials outside the basement door to the side of the house. This is a public health hazard and is in violation of 105 CMR 410. 602 : Maintenance of Areas Free from Garbage and Rubbish. Under the terms of the State Sanitary Code, the owner or representative is required to correct these violations. This should be done b the end of the week May 12 1995. Y A Y reinspection of this property will be made in six (6) days. You also may request a hearing by filing a written request with the Board of Health within seven (7) days of receipt of this order letter. Ifou have an questions o y y qu r require assistance, please call the Board of Health office at 508-688-9540. Sincerely, Sandra Starr, R.S. Health Administrator cc: Lou Kmiec BOH-.- _. r File 3 I I I FORM 11 - SOEL EVALUATOR FORM Page 1 I No. ....... . Date................................_... 4 Commonwealth-of Massachusetts Massachusetts Soil Suitability Assessment for On-site Sewagems.posal PerformedBy: ....................... ............... . .................................................. ........:................... Witnessed By: ........ ..................................... . ....................._............................................................................. ................... . . .......................... ..................................................... p Locanon Address or 1474- TURN P r X� owner's Name. G V�L Y iV `�G N K O D IR Lot k 3 M,1076 ) P 3oZ Address.and Telephone k New construction Er Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes Year Published Publication Scale Soil Map Unit . . . Drainage Class OD Soil Limitations ..... 16.0P....... ,v 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 ❑ Below Normal ❑ 1 Other References Reviewed: