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HomeMy WebLinkAboutMiscellaneous - 874 SALEM STREET 4/30/2018 (2)r- -I- 7k .+, .,.qz �%�, _ .. �,,, *'�.. :n • :♦+1 y� W�., s . ;. '"�°f'3�`� -`7"J�. '"'� T K»`6s:, - .,�` ,'", ,r a+'.. �s�:±� ' 4'7 . y, +,�s , r ,., �*` » n . ,..,y `l'�,�} "- ;yy..;; {yxr,.�. �.:.y,� ,, y , . ^ - s.Y - X,* J .� wr"` ,, ,�+tX',t�� td �` }� �pS r�. ��-* '� T -o -77777 'U7 aN 717 W. " I 'DVA '� "'4' AS - 4r" PIZ �♦ Mp Vyj 'T'A ;' It? I" I — w ':'- -, '!x'-� 41. g v"%35 k�, IV TVA "I W4, !IN Nk ,—A,"J, A-7 i A" '�- Tg A, 1;4. .1 "q; -N ;."4' XV, VIC, A .4 aT T�rl Vg, Q.. 4 L x�f A FRANK NAS ho- 2v fit foo w N m fi n m ft Town of North Andover o e of NORTH , OFFICE OF �? `t • �o°c COMMUNITY DEVELOPMENT AND SERVICES ° 1- A 27 Charles Street North Andover, Massachusetts 01845 Al WILLIAM J. SCOTT Director (978) 688-9531 March 24, 2000 877 Salem Street No. Andover, MA 01845 Re: Sewer Tie-in Dear Resident: Fax (978) 688-9542 The Health Department has been supplied with a list of all residences, currently on septic, which have access to the municipal sewer system As previously published at a Public Hearing on March 17, 1994, the Board of Health has adopted regulations concerning the required sewer tie-in. The following timetable concerning your property status was adopted: 4.1 All establishments that currently do not have municipal sewer available to them must connect to the sewer as soon as it becomes available, with a maximum time limit of six months. The purpose of these regulations is to safeguard North Andover's drinking water, surface waters, groundwater and surrounding environment. Sanitary sewer is believed to be the most effective form of wastewater treatment. A copy of the entire regulation can be obtained at our office. Your property is in violation of this Board of Health regulation. Please contact the Health Department regarding this matter immediately. If we do not hear from you by May 10, 2000 your name will be placed on the regularly scheduled Board of Health meeting agenda and placed on public notice. The meeting will be held on May 25, 2000 for discussion of legal action including court hearings. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 A .-,. M Sewer Tie -In 877 Salem Street Page 2 Any questions concerning this regulation should be directed to the Board of Health at (978) 688-9540. Additional inquiries regarding the physical tie-in and permitting process should be directed to the Department of Public Works at (978) 685-0950. Please be advised this Board intends to persevere in this regulation. Yours truly, Gayton Osgood, Chairman 1 Francis P. MacMillan, M.D., Member 4ohn S. Rizza, SF/smc BOARD OF HEALTH 116 MAIN STREET TELEPHONE# (508) 688-9510 APPL ICA TIO,,V FOR ABANDOAV,, T'IVT OF SCBSURFACE DISPOSAL SYSTI,-W (SEPTIC SYSTEM) Pursuant to Section. 310 CMR 1.1.354 of the State Environmental Code, Title V Name Phone Address &74 Contractor !tired for work: Name Addre Date for scheduled abandonment The septic system at the above address has been abandoned according to Title V specifications.,, Signature of Contractor Method of septic tank abandonment (check one). () removal () sandfill M) crush O other Name of Offal Hauler ,, L This form must be returned to the North Andover Board of Health. PLEASE DO NOT WRITE IN THE SPACE BELOW FOR HEALTH REPRESENTATIVE'S USE ONLY. Inspecting Agent Date iw Town of North Andover E NORTH OFFICE OF 3? 6 °o< COMMUNITY DEVELOPMENT AND SERVICES p 146 Main Street ,T,p 0• KENNETH R. MAHONY North Andover, Massachusetts 01845 �SSACHUSEt Director (508) 688-9533 October 31, 1995 Stephen & Donna Tombarelli -74 Salem Street; North Andover, MA 01845 Dear Mr. & Mrs. Tombarelli: I brought your recent letter to the attention of the Board of Health at their last meeting. Although no action was taken, the Board wished me to inform you that they could not simply grant you a waiver not to tie in to the municipal sewer system. The most they could do would be to grant you a specific time waiver, with a maximum time limit before you had to hook up. Any waiver of this sort would be predicated on a passing Title 5 septic inspection done by an approved and certified system inspector. In addition, there are several issues of which you should be aware: 1 - "Rejuvination" of septic lines is not an approved course of action in North Andover. 2 - Currier Septic is licensed only to pump septic systems in North Andover. One must be licensed to do septic repairs in any town and no one from that company is licensed to do any septic repairs in North Andover. Consequently any repairs to your system were done without the necesary permits being applied for or issued by the Board of Health. This is a violation of both state and local regulations. 3 - It is a violation of state and local septic regulations to put any chemicals, enzymes, etc. into any septic system without specific approval from the State Department of Environmental Protection. This practice must cease immediately. 4 - It is not unusual for a system as old as yours to fail; it was installed in 1979. A system replacement, which will certainly be needed at some point will no doubt cost you significantly more than the amount you quoted in your letter for sewer tie-in. It is to your benefit to tie-in to sewer, although I understand that it doesn't seem that way at this point. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Julie Parrino D. Robert Nicetta Michael Howard Sandra Stacy Kathleen Bradley Colwell In any. case, if you wish to request a waiver from the North Andover Regulations for Sewer Tie-in, you must request in writing a hearing in front of the Board of Health at which you submit documentary evidence of your specific financial hardship. As stated above, the Board may only vary the time frame during which a connection to the sewer must be achieved. If you have any questions concerning this letter or concerning the necessary procedure for a variance, please call the Board of Health office at the telephone number below. Sincerely, Sandra Starr, R.S. Health Administrator CC: vin Mahoney, Interim Acting T.M. Board of Health File ',k Town of North Andover 01,1 NO , OFFICE OF 3? 0 p '' COMMUNITY DEVELOPMENT AND SERVICES - 146 Main Street'' gpq�il0 'PPS.. (L KENNETH R. MAHONY North Andover, Massachusetts 01845 9SSACHUS Director (508) 688-9533 October 31, 1995 Stephen & Donna Tombarelli 874 Salem Street North Andover, MA 01845 Dear Mr. & Mrs. Tombarelli: I brought your recent letter to the attention of the Board of Health at their last meeting. Although no action was taken, the Board wished me to inform you that they could not simply grant you a waiver not to tie in to the municipal sewer system. The most they could do would be to grant you a specific time waiver, with a maximum time limit before you had to hook up. Any waiver of this sort would be predicated on a passing Title 5 septic inspection done by an approved and certified system inspector. In addition, there are several issues of which you should be aware: 1 - "Rejuvination° of septic lines is not an approved course of action in North Andover. 2 - Currier Septic is licensed only to pump septic systems in North Andover. One must be licensed to do septic repairs in any town and no one from that company is licensed to do any septic repairs in North Andover. Consequently any repairs to your system were done without the necesary permits being applied for or issued by the Board of Health. This is a violation of both state and local regulations. 3 - It is a violation of state and local septic regulations to put any chemicals, enzymes, etc. into any septic system without specific approval from the State Department of Environmental Protection. This practice must cease immediately. 4 - It is not unusual for a system as old as yours to fail; it was installed in 1979. A system replacement, which will certainly be needed at some point will no doubt cost you significantly more than the amount you quoted in your letter for sewer tie-in. It is to your benefit to tie-in to sewer, although I understand that it doesn't seem that way at this point. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Julie Parrino D. Robert Nicetta Michael Howard Sandra Starr Kathleen Bradley Colwell i It In any case, if you wish to request a waiver from the North Andover Regulations for Sewer Tie-in, you must request in writing a hearing in front of the Board of Health at which you submit documentary evidence of your specific financial hardship. As stated above, the Board may only vary the time frame during which a connection to the sewer must be achieved. If you have any questions concerning this letter or concerning the necessary procedure for a variance, please call the Board of Health office at the telephone number below. Sincerely, Sandra Starr, R.S. Health Administrator CC: Kevin Mahoney, Interim Acting T.M. Board of Health File October 2, 1995 Gayton Osgood Chairman Board of Health North Andover, MA Dear Mr. Osgood: WN OF NORTH ANDUvtr BOARD OF HEALTH OCT Z 5 1995 My name is Stephen Tombarelli. My wife, Donna, and I live at 874 Salem St. (purchased 9/93) and we would like to petition the board to grant us a variance from tying into the municipal sewer system. There are two reasons why we are requesting this variance: 1.) Our home sits 319 feet from the road. While we like being that far back for privacy and the safety it provides my children, it is not where you want to live if you need to run a sewer line. We received an estimate from Currier Septic from Middleton, (see attached), showing a cost of $8,000 - $7,000 paid to them and $1,000 paid to the town. The hefty price tag for this project will either force us to refinance our home or take a second mortgage. Either of these options are not comfortable ones. A second mortgage would be a burden put on my family's extra income which is mostly earmarked to finance the education of our three children. Even if there is enough equity to refinance the house, it could cost us between $2,000 and $4,000 in closing costs. 2.) When purchasing the home, we had the system inspected by Currier and to our surprise the 15 year old system failed. The reason it failed was that it was clogged and needed to be rejuvinated. It was unknown when the last ime the system had been pumped or inspected. The previous owner contracted Currier to remedy the situation and this was completed before we passed papers. The cost of the repairs were to emphasize that the system is in proper working order. We faithfully put a liquid into the system weekly. In addition after this first year (Fall 1994), we had the system pumped and visually inspected and everything was in order. We hope that the board will review our request. Again, we feel that the system is in proper working order. We are available to explain anything that is not clear and provide any additional information that may be needed to help the board make its decision. Thank you for your attention to this matter. It is greatly appreciated. Sincerely, Ste hen nP6n&n-a om arelli P 874 Salem Street North Andover, MA 01845 508-681-90006 k The following items resulted from a Home Inspection on the property at 874 Salem Street, North Andover; Mass. The Buyers have a verbal agreement from the Seller to have the repairs listed below remedied by the Seller. 1. Main Upstairs Bathroom - Toilet runs continuously. 2. Kitchen Stove - right burner does not work. 3. Release valve on furnace needs to be repaired or replaced. It is the understand of the Buyers, that the above mentioned items will be completed before closing on August 31, 1993. In addition, during a Septic System inspection on July 28, 1993, it was determined that the present system cannot be certified as in properly working order and condition. The Buyer requests that the Seller be responsible for any necessary work deemed necessary so that the existing Septic System meets certification reoui.rements. This certification to be done before closing on August 31, 1993. BUYERS: S hen To elli Donna marelli SELLER: tiAA) JJ�e�nne �Muke-rjee 107 Forest St. Middleton, MA 01949 (508)774-2772 TO WHOM IT MAY CONCERN - BOARD OF HEALTH t' LOCT 2 5 1995 AUGUST 13 1993 THE CUUIER SEPTIC AND DRAIN SERVICES PERFORMED SEPTIC AND DRAIN SERVICES AT 874 SALEM STREET, NORTH ANDOVER ON AUGUST 5, 1993. THE FOLLOWING SERVICES WERE PERFORM *- ° PUMPED SEPTIC TANK o LOCATED "DM Boy AND LEACHING PITS ° DUG COVERS TO "D" BOX AND LEACHING PITS ° pUWED LEACH PITS ° HYDROGEL PEROXIDE APPLICATION • ENZYME APPLICATION o CERTIFIED SEPTIC SYSTEK SINCERELY YOURS DAVID D. CURRIER • THE PROFESSIONAL EXPERTS IN THE SEPTIC AND DRAIN INDUSTRY 0 Nage No. of Pages SEPTIC &' DRAIN aff�j I -N W j" M W SERVICE, INC. -THE PROFESS/OVAL EXPERTS IN THE SEPTIC & DRAIN INDUSTRY - PROPOSAL SUBMITTED TO PHONE DATE MR. STEVEN TOMBARELLE 508-681-9006 AUGUST 18, 1995 STREET JOB NAME 874 SALEM STREET MR. STEVEN TOMBARELLE CITY, STATE AND ZIP CODE JOB LOCATION NORTH ANDOVER, MA 01845 874 SALEM STREET ARCHITECT GATE Of PIANS JOB PHONE 1 NORTH ANDOVER, MA 0 We hereby submit specifications and estimates for: BOARD OF HEALTH I INSTALL SEWER FROM HOUSE TO STREET i � UL I 5 1995 PUMP OUT TANK AND FILL IN CROSS DRIVEWAY AND RE—HOT TOP THIS PRICE DOES NOT.INCLUDE LEDGE OR PRICE FOR THE PERMIT. Be FroV65? hereby. �o• furnish material and labor — complete in accordance with above specifications; for the sum of: edollars ($ 6,550.00 Payment to be made as follows: ' 50X DOWN PAYMENT, BALANCE DUE IN FILL WITHIN 30 DAYS. i I All material k guaranteed to be as apeclfied. All work to be completed In a workmanlike mann 1 Im`Olvinj extra costs will ber according to standard practkea. Any alteration or deviation Irom above specifics• Authorized Lionse executed only upon written orders, and will become an Signature extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control Owner to carry fire, tornado and other necessary insurance. Note: This proposal may be Out workers an fully covered by Workmen's Comoensation in:ura_ -4 W:,�a.,..._ �....- .. -• - 60 Arapfana of f ruvuBtt1—The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance: •,,,.,a..,, „y us n not accepted wltnin days. Signature Signature 82'Q OI ne81Ln Orth An ` rer•Matss. SEPTIC STSTEK 1 INSTALLATION CHECK LIST UUVFb DATE M PROM YU 1- llf P/ Y6-1 I 015_11,7f 1. Distance Tos j a. Wet1 ands b. Drains ` c. Well 2. Water, Line Location � 3 x LOT PPC • o Pipe Septic Tank = a*. -Tees -_Length & To Clean Ont Covers. b. Cement Pipe to Tank _ Oa Both Sides of Tank 5. Distribution Box a. Covers do Box - No Cracks b. All Lines Flowing Equal Amounts C. No Back Flow 6.* Leach Field or Trench a. Dimensions b. Stone Depth c. Capped Eads. d. Clean Double Washed Stone' 7. Leach Pits- itsa. a.Dimes ions b. Sto Depth c. ash Pads d, s e. mmt Pipe . to Pit - Both Sides f Clean Double Washed Stone i No Garbage Disposal 9• Final Grading Inspection 10. Barricading Covered System 11. As Built Submitted a. Lot Location b. Dimensions of System c. Location with Regard -to Pere Test d. Elevations e. Water Table uupy (to ruolic worxs SUBSURFACE DISPOSAL SYSTEM CHECK LIST NORTH ANDOVER BOARD OF HEALTH APPROVED DATE PROVIDED DISAPPROVED DATE TIME REASON. g Title 5 Reg. 2.5 I Reg. 6 .l ..The submitted plan must show as a minumum: `=a)'the lot to be served (area,dimensions,2ot //,abutters) (Planning Board files) ,W -51 -location and log of deep observation holes -distance to ties .("`location and results of percolation tests -distance to ties 4d4 ---design calculations & calculations showing required leaching area •d'Y— location and dimensions of system (including reserve area) existing and proposed contours kzr location of any wet areas within 100' of the sewage disposal system ot- disclaimer (check wetlands mapping) ._}) surface and subsurface drains within 100' of sewage disposal system or disclaimer - location of any drainage easements within 100' of sewage disposal system or disclaimer (planning board files) known sources of water supply within 200' of sewage -disposal system or disclaimer T k) location of any proposed well to serve the lot (100' from leaching facility) 1 location of water lines on property (10' . from leaching facilities) )- location of benchmark 4. driveways arbage disposers no PVC is to be used in construction .a profile of the system (elevations of basement, plumbers pipe septic tank, distribution box inlets and outlets, �/ distribution field piping and any other elevations) fir) maximum ground water elevation in area of sewage disposal •� system plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans Septic Tanks Capacities - 150% of flow, water table, tees, depth of tees, access, pumping, b Cleanout c 10' from cellar wall or inground swimming pool d 25' from subsurface drains Noi-th,Andover Subsurface disposal system check list - Page 2 Reg.10.2 Reg-, 10.4 Reg.11.2 Reg. 11 .4 Reg.11 .10 Reg.11.11 Reg. 15.1 Reg. 15.1 Reg. 15.4 Reg. 15.8 Reg. 3.7, Reg.14.1 Reg.14.3 Reg.14.4 14.5 Reg.14.6 Reg.14.7 Reg.14.10 Reg. 9.1 Reg. 9.6 it JOKI Dist, `bution Boxes a) Slope greater than 0.08 b) Sump Leaching Pits Leaching pits are preferred where the installation is possiyf e 0Calculations of leaching area (minimum 500 S.F.) Spacing c Surface drainage 2% d Cover material Leaching Fields (a)IoGreater than 20 minutes/inch (b) Area (minimum 900 S.F.) (c) Construction of field (d) Surface drainage 2% (e) 20' from cellar wall or inground swimming pool Leaching Trenches (a) Calculations of leaching area (min. 500 S.F.) MSpacing (4 ft. min. 6 ft. with reserve between) Dimensions (d) Construction (e) Stone (f) Surface drainage 2% Downhill Sloue (a) Slope y/x = (to be shown) (b) y/x X 150 = (to be shown) Pump e (a) Approval (b) Stand-by power 11 N w OF hip ``•!fd L fRANK s � , 'VL k 1�a��V� FAGE V�SPOSAL SY o� S No,RT6-I A►IDC,Et-., M,4 AND R!�-ALT-Y TRUST 19 CH ICKE-P,tNG No�,TH ANDOVER , MA giB�5 1GN f 4.1 GSL% N,4.s tarso Assocuo..� �� �NG1NE.�RS Ar+O .AiZtHi.TTLCTS N ORTH ANDOW ERs ©���C-is. P,e►�t.�c.. NORTH ANOo..�a.,MA..O�aaS r ��; Jury 27t Eq 76 .i N w OF hip ``•!fd L fRANK s � , 'VL k 1�a��V� FAGE V�SPOSAL SY o� S No,RT6-I A►IDC,Et-., M,4 AND R!�-ALT-Y TRUST 19 CH ICKE-P,tNG No�,TH ANDOVER , MA giB�5 1GN f 4.1 GSL% N,4.s tarso Assocuo..� �� �NG1NE.�RS Ar+O .AiZtHi.TTLCTS N ORTH ANDOW ERs ©���C-is. P,e►�t.�c.. NORTH ANOo..�a.,MA..O�aaS r ��; Jury 27t Eq 76 14 i:b,�47 OF w4T-r:.��E' (N r -E R POLAT10 N P,T r BEHC HMARK ' Us&S Q�TVi+t 4- 0, C E. C .S .B . STA 3 +p LT, Z4.5 8axo sT E rr . / 54. Q5, 0 i A*tWN& `I.. At, 3 1-01 rr \ r r� 2 /v0Q (?.4L,. SEPT"�4. T•r4�IK I • No GAQE;AtfE GRt NbVt SHAu- F Z Z, No SvRF^cE WvATER W rr'M I«4 100+ FT- pr- SYsteM % 5 • KiO 5 U Rp-4c • SU SS URI'AGE j tt 9RAIk4S ,. OR QPA+►d eA%?l46' (M + W,THIM I00+ FT OF SYSTrM ! TtP Aarl> SUWC),t_-$NAt..{. $E RCAtoVeD A7' LEACH AREA + , �0 A N (J F4 a N P 1 4tM OF /0' IN AL -L D,RTCrVNS + »�+ AN,D A EAL.ACED W STH G oegVCL S .5. F+LL POR. GR4Dakl(-, t� + i � ►� I f i i I L PER•CO LATS ON TF -S I TEST a,� F-KtigT, NCs Cd Nrojjs t PKOpsEQ C AMU W WATER SeR VICE TELf-Pk0NIE PbLE W t RE FENCE STONE vw't LL LEACH t M G tPi T Ex PANstak AREA .r .FI - �: ; E)^TF : AuGus'r" Z r9 7 8 r SCALE- �y i • DESIGN DATA. 4 CAU-ULAT IONS 7 SOIL PROV:IL.E-DEEP PIT NO: I ` 7 C .PERtCiLAT ION TEST NO. '2 3 4 7 DA`T E T"OP- ELEVATION B-0-I•TOM - ELEVA_T ION— SATURATION -MINS. 9" —•• G" D FtoP - M I IIs. PERc.,,RATE-MiN./IN. l5 - -To P- ELE VAT ION ToPSOI,L SUBSOIL d,_�,. �,_.Q , O _Q I mI-Ei TCO $E - PARENT SOIL WATER TABLE TO 8 Q ' GRA 0 6 L I ^O 70 91-0" G GAVEL /-o"O' 6,0,AvC-L w @ wArCR @ SOIL PROV:IL.E-DEEP PIT NO: I 7 /p DATE5 5/i3f7� PR l At 6 s r� I wr 7 -To P- ELE VAT ION ToPSOI,L SUBSOIL d,_�,. �,_.Q , O _Q I mI-Ei TCO $E - PARENT SOIL WATER TABLE TO 8 Q ' GRA 0 6 L I ^O 70 91-0" G GAVEL /-o"O' 6,0,AvC-L w @ wArCR @ w ATV2 76E�V . P 7 ro 4Q. 3' 3 _p �o ,��. 7'- /0 H- 1/,37.00 1NA4ER-TABLE ELEVATION /¢t.0 /3767 /3./-7 566 %6 6, : BOTTOM ELEVATION /34.0 /35. 75- BUILwNq-r`CPE aWC_[./ /1. —B.R.,oR x /So GAL. JUNLT a GOO QMD FLOW GPD Flow x I57C)7 = 9 00 GPD USE I f ©0o OAL.S HEPTA'" `AMK LEA.C.y INGr AREA BE b Gr -PO FILDO Yz SF frAL.= SF BED USE - kr-O PCTs : / TYPE > MPP-- (TYP) 5HEA StJALLQW _IS K//4? -D it��+iE- ��Rt Er ►4, S I DEYVALL AREA :_ 96-3 SF X / 83 GAL.S.1 SF = 167,92_ GP BOTTOM AREA zo9_7__ SF X 77 GALS-( SF =�Sfz 4 % _„�.QcrPD. -TOTAL PIT LEAc1-IINC-/ CAPACITY- _ _ _ _ _ _ Z�2.4Q t''p'b /PIT foo ' GP D FLOIN z.f o GPD/PIT = 2..4-8 PIIS READ. USE, .3_ PIT$' T kF-WcHes SIDEWALL AREA F/ LF GALS JSF = GAL./L11i,FT 8 o-rro m AR EA t F -TOT.AL Tip E roc C H LEACHING PAC ITY _ _ _ - _ _ GAL/ L V PT. GPD PLOW uIbvA PT.= L.F.TRFNcHEs REO. USE 1.. NOT E S : - - - — - - -- - Umar 0> ,nt 4 W'v a I WZ xo9 ltuslv w', w t f r (ANSQZ t335O1---?) 3did 3'agi "aN4111um(:I ' r 4 0 a vi C r t � � 1 W V Q W LL O 0 7 z -71 1 LO: f �- �-' -.J h X � w w uj m xo9 ltuslv w', w t f r (ANSQZ t335O1---?) 3did 3'agi "aN4111um(:I IPA 3 CF --I- 0 a vi C t � � 1 W V Q W LL O 0 7 z -71 1 IPA 3 CF --I- I vi 0 a c I W .� J '• D F - _j i z w i i� Z� r Z0Ua� Ja�cn:zzxx�o?� 4, d Q o aV,7 r r i� u.1 W n _- po i i Q ul --xs,G 4 JF `�' ' w w LL I vi 0 a c I W .� J '• D F - _j i z w i i� Z� r Z0Ua� Ja�cn:zzxx�o?� 4, d Q o aV,7 r r i� u.1 W n _- po i i Q ul --xs,G 4 JF `�' SOIL PROFILE & PERCOLATION TEST DATA-'� Tov1h/City No.&Street �Lot No. 12_ Loc. /Subdiv.i h1 ,/ ��/� Plan Owner V_ ..✓✓ 1 Investigator � %1D Observer SOIL PROFILES -DATE 1' E1 v. ?' 3 Elev. ' Elev. 4'Elev. 60 %3 77 0 0 - i� -� 1 \ 1 2 _� 2 5 1_ - - 1 ' 5 1 V6 6 7 7 8 8' 9 1 1 9 _. 21 31 51 6 7 H. M 10I ._ 10 10 Benchmark Location Elevation Datum Percolation Tests -Date 1 2 3! .4 .5 6 7. 8 9 10 Pit Number 2 3 4 5 Start Saturation Soak -Mins. �. Start Test -Time Drop of 3" -Time Drop of 611 -Time Mins..l.st 3I'Drop V Mins.2nd 3"Dro Notes & Sketches on Back Frank C. Gelinas & Associates, North And. t h V 01=,�•��rr7S H .LtJo N :3N d H1-tJON 'd -1 d .- -3 ,.b 1 -,Z t - .a 7 S 3o od v �p i.►o�s��icaL�g` m � qg� _ i�o�-•d1 -1'd CO M 0004- b ooe14d ►-�J.�oN f N -L.-0N 7 T SOIL PROFILE & PERCOLATION TEST DATA Town/City No.&Street em Lot No. J Loc . / Subdiv . � 1,,71 Plan Owner �/, ���/0 uG,✓JOG ,\ Investigator /'?r,UCS 0(>-.//Q Observer SOIL PROFILES -DATE 1' E1 v. 2.Elev. 3' Elev. 1--Elev. o /377 0 ;o 0 2 3 4 5 v 6 �7 2 3 4 5 6 7 91 z 21 31 51 6 7 8 .i 2� 31 4 5 6 7. 8 9 10 10 . ) ' 10 _ I"__.� 10 I �— Benchmark Location Elevation Datum Percolation Tests -Date Pit Number 1 2 3 4 5 Start Saturation Soak -Mins. Start Test -Time Drop of 3" -Time Drop of 6" -Time Mins.lst 3"Dro Mins.2nd 3"Dro Notes & Sketches on Back -crank C. Gelinas & Associates, North And. 0 G 11 S L o' � r 1 Lo -r a o -T 3 o -r 4 Lo -r s .. Q_ 4T�2`oS.F. >_ '47Ioi3 S.F. .� ,S31vov S. s ryFie 1Z,,2o1.. 2 �, •►�f S.8 SoF v ✓ N�4 E�bE� GoJN�� 0 \ Su�cIV1t1ON OF A PvRT%orl OR 0 F!MW-q �.. NOR-rm A Nc N o R'T I-+ SCALA' -t"= to 20o ISo loo 11 NJ 0 Kj > FR GFUNAS FFG L I V P oz> SCA LM I-- �(n aA-1 W - � fir• V 4 ,# ;.fit?, 22; ( c CB, h\ k7wris�� 12