Loading...
HomeMy WebLinkAboutApplication - 858 JOHNSON STREET 5/2/2013 TOWN OF NORTH ANDOVER. Office of COMMIJNrrY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SIJITE 20 NOR-111 ANDOVER, M;ISSACRU5ETTS 01845 978.E 88.0540–Phone Susan Y.Sawyer,E EI-IS/l S 978.688.8476--FAX Public Dlealth Director E-MAIL: Iiealtli(tept,(iiltowtiofi ortliatidover.eoin W EBSLm1rvF:: htt :f/www.lc.>�ft7 ft7artlaaia(lover.coin, SEPTIC PLAN SUBMITTAL, FORM m dry, Date of Submission: " -6/4,, TOWN OF NOR`11+1 AINII')OVER Site Location:858 Johnson Street 1li1 d 7m1 C) PAlRTIM a"IT Engineer:Christiansen & Sergi, Inc, Philip Christiansen New Plans? Yes XX $225/Plan Check# (includes I" submission and one re- review only) Revised Plans?Yes $75/Plan Check# Site Evaluation Farms Included? Yes XX No Local Upgrade Form Included? Yes No Telephone#: 978-373-0310 Fax#:978-372-3960 E-mail: phil @csi-engr.com Homeowner Name:Alice Holt -"O7 OFFICE USE ONLY When the submission is complete (including check): Date stamp plans and letter Complete and attach Receipt Copy File; Forward to Consultant i Enter on Log Sheet and Database Commonwealth of Massachusetts ��w, ,R V ,° iffy/Town of Percolation f � f; Farm 12 u 0 tiN'(A011 ANt'X) a� u�wn�A c 11�:���PA a fief apt Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When rte Information filling out forms ° on the computer, use only the tab _ - —— ------.._.. key to move your Owner Name cursor-do not 858 Johnson Street use the return - ..._ .. .... ... .........-- key. Street Address or Lot# No. Andover Ma 01845 ray City/Town State Zip Code Phil Christiansen 978-373-0310 .......--- - —- - - — Contact Person(if different from Owner) Telephone Number B. Test exults 4-17-13 9:55 4-17-113 Date Time Date Time Observation Hale# 1 3 56" 48" Depth of Perc _— Start Pre-Soak 9:55 10:35 End Pre-Soak 10:10 10:50 Time at 12" 10"10 10;50 Time at 9" 10:25 11:05 Time at 6" 10:42 11:26 Time (9"-6") 17 MINUTES 21 minutes Rate (Min./Inch) 6 MIN/INCH 7 min/inch Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ F.Paul Cardone/Septic Compliance,lnc -- ....... ------ - Test Performed By: Mill River Engineering Witnessed By: Comments: t5form12.doc°06/03 Perc Test° Page 1 of 1 2 \ \ k \ / ~ ❑ ❑ ° . # ± k \ ) \ / t Lo o � \ \ / m M C �\ .2 ❑ / / / /. O ] 3f �\ ) 2 2 0 C CL D ± Z / m_ ƒ ❑ � G e \ _ § m T \ \ ) 2 § \ o > = m 2 2 \ 2 ± k ) / $ .\ < \ s ! E / \ _ ) ® Z \ a a) \ co � « Z / 2 � o 0 7 E § � a k k k k ;_> } CL E El El El / / \ m _02 & § § § § c c ƒ \ ❑ ❑ ❑ \ ( m $ \ § > 2 Cl. = m z ± ± _ 2 / \ \ \ 0 k / L) m c R 2 > _ _ ) 0 2 O ° a c 2 2 k $ / Z \ 0 / ( y q \ / \ \ 0 o \ 0 \ L) E E k 0U) O $ 2 _ j o 2 2 r / m \ o r E 2 \ 0 0 2 o c % \ / / � k \ / 0 < # ?_ m / # ® \ _ _ / \ / 0 / 00 f § 'E k 0 R 0 G \ 2 L LL 0 $ $ 2 5 � a / $ \ 0 3 < 3 U � Q r w . a 4 a 6 & $ c—y\ \ ° ! \ / @ �w�` 2 o 0 + _ o 04 O O o N w z o o `Q I-, o Ca N ® d rn o � U m c N M O F-1 a O m m N N U) p 0 o m a � ° o ) El N a ° L CL c m g � p N c a, O • N U) � a s O a o E c o a� a� C E + (p O c O Q d a°i N U N z N D N Q U) ca ❑ �_ T Cl) Q 66 N in c _ Q . c L J 4- a O N N m U) LL CLS L C c Y O ® M c O E c� a U c c p p E C o J p ❑ a E IT °' o V/ O U N 4 z N m m N � iL to Q -o ❑ L N ' m W _ V L _ if p m >, C — O N z Q Q 'U (n "O c d OL (B o w O C U) 2 o d O -0 m � aco O F N i o D o O o (n c ° E o 2 O c ❑ L a� > 0 O r W N N n c (n a) O o C: p c c E >, L O J J p d W N ® o U U LL V c\i ri Lri C� \\ o IVO N LO 2 o o a ' C 0 Y C O a) rn U m a3i N N 3 � O O � N ` � Q N O C y W N m O N E E ON (1) Grp o� -6 U U) L O Q LL > T tn CO V/ O � U � cn ` Cl 0 � ® - '.., L N � c d _ � a LL N M (0 LO LO N t N aE U o o `n Q� E " N � x � v tp p o= LL LLLL UA • a> 02 o LL CD o = N �® .(1) N a co O T m U Z i Q r O a o DULL U ° 0 �\ N �m [ 00 LO OD N 0 co + = o O O Y C V a 12 z o ® 4 a m Q N N M O ❑ C 0 O � N (6 CO N LO C N El 41) (1) C >, N O z L 7 (n C 0 N .0 (0 C �_ (n O " U) d O IL o ® d c N E c O N + a) EL N O � 0 O ) Q C to CB ❑ � �, 'W V! OM N N E LL U) — U) ~ N _ — � O O Cl) U O V/ L LB U I CB p N N m c c M �' ai E O O) O) o LL N p L C Y O O O p L N w Q 0 7 C E M D J 0 � ❑ U + N CD N C) N � w z U) U > N _ Q N a� d N m " .� .Q ,� _ .II rn O J c V C E O 10 N >, ❑ O V1 O Z 0 Q Q (D O .� LB N � 'o O CC •� C 7 N o N .° O d N V) O LH ® C c0 O O O 0 •® •> 0 C of — > ,, 0 L p C4 OL ❑ L a 1 N N v- co co r O C O O a U cu th G. C', j >r O o c� o a �- 0 w U U LL U c i 4 L6 C �s N C 0 00 LO c-s== z d ° r � o m U (0 C 0 w y Q O N .O N O m iq N � N O N CL y c N O 0 N C y v N � E E a� rn? O N O U Q LL > > (A V/ O U � 1O � o U U) d W O ° o L i CO O .w M U- N N Q� °-o U) E E ° ° ° ° N o v Q ° w + L O _ U C i U U z LL LL LL. •� a� c Cl) o om d = O 'O ', o c Cl) �co tQ 1 0 > Q m U O \ v-- ?' ° r 41 co c O r (n O _ o w O O d ° ° bo DULL U ° r ( U) v n a C N � C L Qm ° LO Oo -tom d i ° L 0 a u c w. .O y O N N U O m �p i fn ® O V N L Q N ` p W y G) = O N E E ow N ti > a) > ° U) U) I ` v m N U. N M =i3 .2 a E E v o o `o N Q 9 N `"' l V N O ` LL LL (n LL V/ p Q m � _ O •®/� '�A,, o 0 V/ N L N ++ � = M Q m U Z O r r° c C r O o Q O = N N � L L _i N CN O ® ® D O O N Q 00 U U LL U ° o �F O OD � o O m L � O a a N 0 O o a. Q c N O – Q co CD M N L L L t N .0 m .0 m .S � _ o � L ® x x o o a� 'D c J N N (1) cn Q a) a 0 fl O � c0 - U) LO cu O U) U) /A cu - t 1 zo p p N p N p W .c IS) ® Q Q c Q c 0 _ > x o i p a) L O 2 L a 4- -� > cu = d o C: E �° m 7 %- m ❑ 0 o a N � — '^ 'o N (1)o m � o a o 0 Q L V� = N o C,. Q (' L co O U) c to = a to •� �+- c E cC p N o 0 : El:3 C O o o •� O o a • L L :1 — A .� o CU r cu CU+.. Cl) a ) a) V) c� 0 0- g r E D z � L vi C r ° aa) o a� u, * o o con >, . N Q fl CU w D L ® ® ® ® ❑ -E Q ® D cv o O U U LL ® c.i uj `n 0 L co LO co 1� E 00 o U ILL r O pj N (� N 0 c m U N I U d C a.= +) N _0 N > O O .O W Q C N O CO 0 O N O C 3 x 0 o X ® N = Q ca >, c U � a) U) p c = O o L . N cu (N 'L 0 � � N C6 O .C� > N /94 O O p y) X + o C \ W O A CL cu VI O L c ® m , 'n cn m > � 7 `0 2 Q c) ''^^ a - N c 0 m m o E ® O D D m O (i ENT° a L cEELi > cn c = w N a u) E ^+ L O O O N . a W a Lt- a) Iv U) (n E a" p hj E ~ r V/ c0 C � � c O CL � .0 N N p _ °' N D- .F� � T.N � M � ao r .1.+ .0 V) N O ' N CB C J LO t > O` c c N U m o Q. > C U > L yr O _ c ® E CD E N � �/� "O O C > 9 (6 = (0 C O ++ c / ® CO C M c4 Z O � — � 41) 4 cu U (U T- 0 L o D o in }1 v= co L LE U CB CL L U - N O CB F �Z Z 0 N O O U U LL. �n O W 00 0 00 0) M a N CL 0 M O Q o` o N LL ♦S Q G � L O N O N N m � E a� Or N o ® a� E >, L' s DULL. LL. C=- o o L. f O ..... .... - • a ' t E