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HomeMy WebLinkAbout0259 WIANNO AVENUE - Health 259 WIANNO AVENUE Osterville A = 140 129 a CF THE 1p� DATE: v FEE: + BARNSCABLE, + y MASS. �A 163q. `0� REC. BY IEDMA�a Town of Barnstable CHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: Q?,�;- i W l t¢ /V yo RP e—, ` Assessor's Map and Parcel Number: to? _ Size of Lot:_ Wetlands Within 300 Ft. Yes Business Name: No_�/� Subdivision Name: APPLICANT'S NAME: l r _ U. - . i '7 �. - Phone -,- -b -T- Did the owner of the property authorize you to represent him her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: C t t _ ma d _ Name: Address: cO q J , � h lit t�j qit V�ddress: L�—&A Cal 91 Phone: t;�� -- c� �7, C{ Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition House Renovation ❑ Repair of Failed Septic System Cl Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form ' _ Four(4)copies of engineered plan submitted(e.g.septic system plans) — Four(4)copies of labeled dimensional floor plans submitted(e.g:house plans or restaurant kitchen plans) — Signed letter stating that the property owner authorized you to represent him/her for this request . — Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals'[same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. Q:\HEALTH\Application Forms\VARIREQ.DOC Town of Barnstable UA SA- Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. November 22, 2002 Mr. David Gregory 764 Plain Street Marshfield, MA RE 259 Wiarino Avenue Qsterville, A=140.129 Dear Mr. Gregory, You are granted permission to construct a soil absorption system designed to be connected to an existing home with an addition totaling eight bedrooms at 259 Wianno Avenue Osterville. The septic system shall be constructed in accordance with the submitted plans dated November 12, 2002. Sinc r y your , 'yne filler, M.D. Cha' BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP/gregory TOWN OF BARNSTABLE LOCATION 5 At/4,q2Va SP- SEWAGE #QdG-2- S"V VILLAGE ® 3 t env �(` ASSESSOR'S MAP & LOT 0 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 01,000 Q��� LEACHING FACILITY: (type) /moy �i2encf/el (size) 1/47 y/�X30J. NO.OF BEDROOMS 8 ,p a _ ��N�� BUILDER OR OWNER -b k 5 hCA `i PERMTTDATE: Doti (�'ya. COMPLIANCE DATE: '1 3 D 0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1 � SL> W Ilk rJ No.4 CJ p. � / FEE /00. COMMONWEALTH OF MASSACHUSETTS Board of Health,aA"S T A Ci l..£ MA. APPLICATION FOP DISPOSAL S YSHM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( ) Upgrade(�[Abandon( ) - GJ Complete System ❑Individual Components Location 2 J 5 Q l A nl t4 O E t l V G Owner's Name J . S E Map/Parcel# 'L Address 24 H 1 Gt L_a O ST Hit,-FoN 1 Q Lot# Telephone# Installer's Name Designer's Name Ile Sz6��EclC Address ��,� s °j Address944 &e ST&,L TA arwr dAdj r=Lt9 /74 Telephone# ,^�'C7 g Lf S c� Telephone# 8 1 9 3 4 _ S, Type of Building S t 1-4 L_�,-_ �A A,( .J �W 6 L1. 41.4 C. Lot Size ( c�� 9 V 0 sq.ft. Dwelling-No.of Bedrooms 8 Garbage grinder (r�)o Other-Type of Building No.of persons I (n Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) 9 0 gpd Calculated design flow 8 6 0 Design flow provided 98 S gpd Plan: Date I Z L 00 Z- Number of sheets Revision Date 14 h4o./. Z o0 Z- �+ I Title SIT& Pt--At. J l t+8LJLr,1C na I-Roa.noSE✓0 A0101-rLot.$ C ��/�l-gGtl-tC-+�o'r SE-wy�(�6 S-(ST�ri 1 Description of Soil(s) S6,& L.o(.S b v 1 Y"LA-.J < A-I I C kk EEO Q.E,o e✓:7 Soil Evaluator Form No. I Name of Soil Evaluator U, Tie_6v og&K_r-1 Date of Evaluation 1 0- 4--02 DESCRIPTION OF REPAIRS ORALTERATIONS jRC-,d L A C r,- (f E.SS ✓J 0o L S LJ 1'T'H (4) LEAG6+t jt, -�,Ltr,•l C-t}ES ► L X 3; U x 7- 111 96 S•f• 1aT. goo GAL_ SGe-fts- (-A,4V_ 1 kJ ZA Et, �tt_Te=y?_ rl oo-4-4- A-1 00 Adj►O fZ) 5 o.-rL L-E.-r ►�- 13 a x>=S n! The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the y = ward further agrees to not to place the system in operation until a Certificate of Compliance has been issued by the � Qlj{`y`yJ, � 4- I:.f Yt/ate w01, .' t Signed Date OFF 3EIN 9 OF li Iva.Sa' � x z w y n" 413•,S'F ='-. _ _ r r. R1�, �,y'y,." _ -i'">.' { 1lT�.'Y ."1.. •••;S,••r .y , ,f'.r` 7` ..ft t .,. .-.�' '� i 41, ,.cS'•'� iµ ,i y.Zth� .. t`. ..i,G�.��.. ,.�;� tN ` .. Wv /001 t}- No. Cr�Cl "..: / FEE Board of Health, A►�LN S►-A t3 1VIA. + .;., w' rt APPLICATION, DISPOSAL SY TEM CONSTRUCTION PERMIT i A hcation for a Permit to Construct Repair( U rade(\/�Abandon is Com lete S stem ❑Individual Components O P O .Pg. O , p. y P L ocation 'Z ..Owner's Name I A e.i .►c7 i/E i.t�G-. Ma /Parcel# . Address p I' Q ". .2 7-46• PiG1-*4I-Athl0 S T HILTui-4 f !A Lot# Telephone# : Installer's Name �( 1 ( Designer's Name I y �1C U� S`t E r- 6 F_C IL I A 1.�iL I N G. AddressVIVV� t `�3 }^ ." i' i .�: Address: t Telephone#. '5U� of 9� Spa �( Telephone#, "� 8'1) �'34 Type of Building SIN(,C. FaP Ih J'�.1 E t►1. n l Lot Size I Ura V n sq.ft Dwelling-No.of Bedrooms Garbage grinder (�CI Other-Type of Building No.of persons Showers ( ),Cafeteria O Other Fixtures Design Flow(min..required) .890 gpd Calculated design flow CO) fi� Design flow provided eS Plan:-Date Z 1404 Z.00Z Number of sheets Revision Date �4 L46,j,' Z(JoZ- Title Sf •i 6 �4 � S H o LiIr LV 1 12 u,'.OS c ✓' �4O i i i cent 4 12£ JI.AC�I tC_+ "f ✓�°>=WAGE SySiEJ S . Description ofSoil(s) �lw� �rr�S .�N �I.A.J A'1 TA.G.N EY> ir,L �r�-"T L W, H Soil Evaluator Form No. I I Name of Soil Evaluator � vuE.�•n•1 Date of Evaluation I O�• 4•"0 Z., DESCRIPTION OF REPAIRS OR ALTERATIONS 1 E.A L A L� E�ci C'f 1ni La E S5 ,fJ o e lr S Lj 1?N '(� L EAc l-t l'nl(� . , 5 'TvCf� a C►t�'S 4 1 L. k 3 Li -A . � I � ll196 s:f• -rat:�1 "Lob& ' GAL.. SG,a;'Ic I.�Ntc r 1�F1 ZAs�.� ����r�✓L The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the of TIT" further agrees to not to place the system in operation until a Certificate of Compliance has been issued by the •1 � J. E' Signed / Date CHASE ;r g .� OWL � F Nt .37136 I Y kxsp tiorrs V. ' emu liw/, a00;S FEE No. ! Board of Health;, L7 s1/Lr4 S-T`A.e5 L-•& ,.MA. ' CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ly'Complete System The and si ned hereby c rti th t/te//$e//wa/g'e Disjo--al tem; Constructed ( ),Repaired( ),Upgraded (i/ Abandoned ( at 7 5 9 1� 1 A "1.1 O A o�1y o� {? ✓L i�L_ has been installed in��acco�,,.rdda�anc th the provisions of 316 CMR 15.00`(Title 5) and the approved design plans/as-built plans relating to application No (,G✓. � . dated Approved Design Flow. (gpd) ? v Installer e 1 ate' d Designer: &Taal 1,Ee it: 14:1. %-U;t. : IN.C, Inspector: Date: The issuance of this permit shall not be construed.as.a.guarantee that the'system'will function as designed. r t r No.[1(tJCt'}—J /O. x FEE 0 0 COMMONW LT14 .OF.MASSAC ETTS Board of Health, SA+tt-4 S'fA �..i« ; MA. ; Permission is hereby granted to;. Construct( ) .:Repair( ) Upgrade( Abandon( ) an individual sewage disposal system . '' 11 � at 25`'1 W''1'.n1Ll>.1 o aA y E -►-1 y E A ✓LCSL._ 14-L),. I Z q as described in.the application for Disposal System Construction Permit No. © �yA, dated . Provided: Construction shall be completed within three.ye.ars of the date of this,permit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston;MA Date�� S-. Board of Health THE Tp� DATE: r t FEE: + BARNSI'ABLE 9 MASS. g �A 039• REC. BY MAMA Town of Barnstable CHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: a �/ �lS t,4 N -u"(2 do Assessor's Map and Parcel Number: l 410 J(j 5_ Size of Lot.— Wetlands Within 300 Ft. Yes Business Name: No—�/N Subdivision Name: APPLICANT'S NAME: F �. Phone 7- - 7 �: 9fa Did the owner of the property authorize you to represent him her? Yes _4..;— No PROPERTY OWNER'S NAME CONTACT PERSON Name: i d yl.� — Name:4 6� C L 9 Address: , f`t�I ��n,l. /mob fi (�(c I l ddress: -_ b �G [n� Phone: �. C�C .--� 4 Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition House Renovation ❑ Repair of Failed Septic System ❑ Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form — Four(4)copies of engineered plan submitted(e.g.septic system plans) — Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail'at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. Q:\HEALTH\Application Forms\VARIREQ.DQC TOWN OF BARNSTABLE LOCATION d 5'? A41CIAtO !/t° SEWAGE #Q0012" Sy8 VILLAGE 3 c��� ���° ASSESSOR'S MAP & LOT Q' INSTALLER'S NAME& �PHONE NO. r/y accal e S,' 0-S`Sa c( SEPTIC TANK CAPACITY 2 fOD© 9 A LEACHING FACIL=: (type) 1E9C H —rRe:cffc_t (size) NO.OF BEDROOMS BUILDER OR OWNER P- ft0.go CA PERMITDATE: J(oL�(5'U2, COMPLIANCE DATE: 3Q a3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site:or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Ile - o sS � z sL G •t �1 S lb L { 't'k'� I� lb d s9 _o I �a � 0�• i � I 'u � I Z Z _ �zJ � s j b I a � d ll 7 :z i -LL s O N i 7 IR I � ��� yi WI�1 i yel�� `�• - r -ILA - r 1 L— _ ��Jp� •tea ,lh� � .LI WVI l 9 i ju 1 7 =� q Ism m � \ , - - - - — i - � zIL DI i` :z z �kv`-� lL v� ir3s g 1 � v`� m } :7- �. k � � - r � i N� N �. `•' Inc —\— � ' 44 4 rA:z Z � l I , I S iU 15 ts- d _ I ` N N \ 3 \ \ A \k" ' �� p l NNS i - I x I e . i i u ' v v1 gill r 7Z I ; I pr - o �FF ® — � -- 4 Ell PEN. i h , l—I i a I m g� Q. � Zz q " b 0 41 IP1 45, tA I At. fill i WI - . 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SCHEDULE 40 PVC UNLESS NOTED �p � ZONE: l.r/nrn1/ R</kr. , - _ - •� Q) G Rai 102. 7 101.0 - 10 1.2 9. 7 MINIMUM YARD SETBACKS: FRONT:'« SIDE:1 o REAR: i o rid o, GRADE TO DRAIN DESIGN CRITERIA ^71:z c,m 10' Osterville �y 152.00 (HSE. 99 6 --_-- - __------ - MIN. ,rSt`�� THE LEACH!NG SYSTEM SHOWN ON THIS PLAN HAS BEEN DESIGNED 0 0 9.8 99 35 Leaching Field Contractors are to _ °�a IN ACCORDANCE WITH THE MASSACH.USE 7S STATE ENVIRONMENTAL ' z -� BID AND WORK FROM ►..� � Z 10' MIN. INLET TEE BOARD OF HEALTH North Bay -----_ tt CODE -- 310 CMR 15.00 - TITLE 5 AND LOCAL BOARD OF HEALTH Ct �r 99.28 '" r; RULES AND REGULATION WITH EXCEPTIONS, IF ANY APPROVED BY 'i 7_ABEL FILTER 9. 11 APPROVED PLANS ONLY Wf5Uf_'_PORT LEG _ �ue;t b'`' T, T ' yj 98 9 \ IE I LRMI GRANTING AUTHORITY. qj 96.2 �,• � 1-LOj1 C(�.MPt1TATIONS N x S 1. BUILDING JSE: RESIDENTIAL PROVIDE 2000 GALLON SEPTIC \- 6" CRUSHED STONE 98 4 LOCUS Iti1AP 2. NO. OF BEDROOMS: 8 TANK WITH THREE COVERS PROFILE 3. DESIGN NO. OF PEOPLE: i ti T 4. DESIGN FLOW: 16 x 55 GPD == 880 GPD .o 1-1 -a x �+ 7 OUTLET D-BOX N07 0 SCALE 5, TOTAL DAILY FLOW: 880 GPD un 3 trz 6. GARBAGE GRINDER: NO W C) ' - 1( I SEPTIC TANK UA I',1(7T Y .� 2002 DAILY DESIGN FLOW 'v vvvvvvvvvv�wvvvvvvvvvv-vvvv'-rvvvvvvvv6vwvvvv ,vvvvvvvvvvvvvaj vvvvv`vvvvvvvvvr v`vv'vvvvvv �y 4� BACKFILL _/ VVVV%?vvvvv- -bo°°°°vvvvvvvvvo vvvvvv 7v� °v"ov°o 0000000° 300� o°0000vo �v°°°°.vv° _ 2 x 880 GPD =1760 GALLONS '-- ��avvvvvvvv --- Land Court Bound vvvvvvvvvvvvvvvvvvvvvvvvvvvvvv ,vvvvvcvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv � v USE 2000 GALLON SEPTIC TANK (TITLE 5 MINIMUM) „ „ vvvvvovvvvavvvvvvvvvvvvvvvyvvvvvvvvvvvvovvyvvvvvvvvvvvvvvv wvvvvvvvvvvvvvv,vvvvvvvvyv Found F/�'Icl �c, PEAS'TONE -- -"_ - - - -- - -- SO11. ABSORPTION SYSTEM - . x�0 \ DOUBLE3WASHED 1 STONE 1. DE�1GN PERCOLATION RATE: -2 Min/In. �tO 2. SC,'IL CLASS: I I 1•R. hid. ptig� �01' 3. L CNG TERM ACCEPTANCE RATE (LTAR): 0.74 GAL./S.F. I I 3`� �Z GROSS SECTION 4. TOTAL AREA REQUIRED - LOCAL CODE: 88010. 74- 19OSq. t 02 ti0� 5. TOTAL AREA REQUIRED - TITLE 5: 1 190 Sq.Ft. Lard Court Bound NO1 SCALE Found "Il�ld" 6. L-EACHING SYSTEM USED: LEACHING FIELD 7. TOTAL LEACHING AREA PROPOSED `� -- r y C = 120C S.l . BGT AREA: 40' x 30' J No Local or Title 5 Variancc;s are l:cquired 8. TOTAL ALLOWABLE FLOW 120' S.F. x 0.74 - 888 G.P.D. l'br contitruction of thy' rcPlacement sewage system 9. WAFE_R LEVI_L: NONE TO ELEVATION 91. ' c -� �, SCHEDULE OF ELEVA TIONS EXISTING PRGPOSED AS--BUILT -TOP OF\FOUNDATION 1G2. 7_-� -- -- -- -___- a WW ----BASEMENT FLOOR 96.2 ---- ------ -------- t �' HT GARAGE FLOOR 101.0 --- _ - - ' ^_ �" W� �. " T FOUNDATION 102.25 102_01 99.8 FLOWS:WS: INVERT A; t ti O `` pub J --.---� T -_- INLET _ ' --- SEPTIC TANK IV�L T _ --_ - 99.bU \ �� • x -- -- -- GUTL E.T - - 99.35 ti 0 D- BOX - !NLE 99.28 EXISTING SYSTEM TO BE ABANDONED h� Z,. OUTLET, 99. 71 _ IN ACCORDANCE WITH 310 CMR 15.354. \\ Benchmark: To OfCMIC. PIPE NV. - BEG. OF SYSTEMS _-_ _ 99 05 _ _ 3 310 CMR 15.354 REQUIRES -__�Ct�; � �,. �.� _ _-_ __ END_ OF SYSTEM - 99. 7 `� � i�:r•{j'j ,�� - Bound WIDisk rile . 100, 0 ; ALL TANKS, LEACH PITS AND CESSPOOLS �. Prcrr ? �'� BREAKOUT 99.4 BE PUMPEC BY A LICENSED SEPTAGE p j o`Oh '�� su ,-�•`` �; \ .ls>urnc cl Datuill _ _ BOTTOM OF FIELD _ _ 98.4 HAULER AND EXCAVATED AND REMOVED '� Y�o p \ � ' �,� ti ti°' WATER LEVEL BOTTOM 91. 1 NON ENCOUNTE D TO 10' FROM THE SITE OR THE BOTTOM OF THE t I v���i �' �,� \ rS tiv\ -- -- - ` -- -- - - - - � TANKS SHALL BE OPENED OR RUPTURED � rale �'`o� \ �' AND THE TANK SHALL BE COMPLETELY � /.t . CO.NSTR UC'TIO1�' NOTES ' FILL ED NITN CLEAN COMPACTED SAND. \ , � I anc! ('t►Itrt Bound Ic�und ''(Ic�ld�, ----------- ------------------ �h / \ \ 1. CONSTRUCT SEWAGE- SYSTEM AS DESIGNEG ITN ACCORDANCE �' �\ Np0 -'�� \ \ \ WITH THE STATE ENVIRONMENTAL CODE - TITLE 5 AND THE gULES AND REGULATIONS OF THE LOCAL_ BOARD OF- HEALTH. PrOPOs'ed / tio� \ THE- SEPTIC TANK SHALL BE PROVIDED WITH PROPER INLET AND , tdtr,on 2. C , \ 4-) \ � DUTLE-T TEES, THE INLET TEE SHALL EXTEND A MINIMUM OF ' 0 q ZED w 4•. S ktio :NCHES BELGW THE OUTLET FLOWLINE_. THE OUTLET TEE SHALL_ { Veil _ Oa. _"o. O I o \ CONSIST OF A 7ABEL FILTER MODEL A100 OR APPROVED I x ,y. ,• ��� \ a \\ '� 3 L QUAL. i I r Id. PROPOSED GRADING SHALL NOT CREATE A NUISANCE OR I x ;wA o \ �` o�O ADDITIONAL FLOW ONTO THE STREET OR ABUTTING PROPERTIES. IES. O i 2 O ` tip Y ,-' ,:,, -- I.NISPECTION NOTI:'S 00(fill. \0,� ;;;�, Parcel �7 \ \ I F IS THE RE-Sr�ONSIBLLITY OF rti_ INSTALLING CONTRAi,TOR TO `�-� \\\�. NOTIFY THE LOCH! BOARD OF HEALTH AND THE DESIGN i 18, 900 S. F. � �. � E NGlNEER TO CONDUCT THE FOLLOWING CONSTRUCTION x� ,• ,,�' ^ \ 0.4 3 AC. �. ` !NSPFOTIONS: x� � � ��� J ���.. �� \0 1. EXCAVATION AND BOTTOM OF SYSTI-M PRIOR TO SYSTEM I � �d ,� ,� I N S r Ai-t A71ON. Nb `�'r Z.�' ����, 2. SYSTE_M COMPON,FNTS INCLUDING INVERT ELEVATIONS PRIOR TO ��pti. ' �, \ BACK F-II_L ING SYSTEM. �1 x � x � � ��•., Z. FINAL GRADING. OI t_ LOGS 1 - 4 G -NL'R:.1 L NOTES - (� Con TP- 1 shy. o -- '01.2 C -FILL . THE LOT IS L OCATF-D �N FLOOD ZONE C `"'� � � B LOAMY SAND I 1 00.4 6 LOAMY SAND 99.9.b '"�1 q / LOAMY SAND ! 14 -� AS SHOWN ON F.1.R.M. MAP 25C 001 -OU 16D DATED W Q 7 --------- { 99.2 B LOAMY SAND ' , a I REV.!SEiJ 4lUL.Y 2 19.92 I � 32 C --- 98.4 ►� Note: ,No pro.no -dpading is shown as,the existing,, i 2. THERE ARE NO SURFACE WATER SUPPLY OR GRAVEL PACKED I I elevation.are to he maintained in the area of the r.� I proposed,euage system. PERC TEST WELLS WITHIN 400', NO TUBULAR PUBLIC WELLS WITHIN 250' SAND 6 -- 95.5 SAND AND NO PRIVATE POTABLE WELLS WITHIN 150' OF THE Q ,� I PROPOSED SANITARY SEWAGE DISPOSAL SYSTEM. a., •� 1 w o �ti I J. EXCEPT AS NOTED ON PLAN ABUTTER SEWAGE_ DISPOSAL '7 SYSTEMS COULD NOT BE LOCATED. w r� l.P. Old. ( i - 12C �-----__.___ 91.2 120 �__-- _ 91. i �.1 P. Fnd. ti� Scale : l " -20' No MOTTLING 4, CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING O NO MOTTLING NO WEEPING No WEEPING EITHER ON-SITE OR ADJACENT TO THE SITE OR FAILING TO 0 ►-•, ~' ,�,� PROPERLY INSPECT OR PUMP THE SEPTIC TANK MAY EFFECT 0 10 20 40 60 '' P 2 TE MINA IN THE PROPER FUNCT[ONING OF THE LEACHING SYSTEM. i O w O\ TEST PITS DUG ON OCTOBER 4, 2002 5. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK LOGGED BY WILLIAM MCGOVERN, L.S., S.E. ANNUALLY. w WITNESSED BY CAVID STANTON, H.A. Job No. 654 9 Q p Job No. 6549 i. a d4 t !r - a a - Ri 1w, log ZONING __ r '-1 PROVIDE ACCESS TO WITHIN 6" OF FINAL GRADE--- ALL PIPING TO BE 4" DIA. SCHEDULE 40 PVC UNLESS NOTED TRS. 1&2 f:�lnr�,r/11"� ZONE: rzc ,a' j p �, 9.9 R��k<<•.i- MINIMUM YARD SETBACKS: 102.7 101,0 101.2 J FRONT:20 SIDE:10 REAR:1 a ►�, v ° 99.2 a? o � a TRS. 3&4 GRADE TO DRAIN , --- DESIGN CRITERIA o 10' �'�} 102.OG MIN. �. n ,/� THE LEACHING .SYSTEM SHOWN ON THIS PLAN HAS BEEN DESIGNED � cn 4 100. 10 I 99.65 Leaching Trenches - IN ACCORDANCE WITH THE MASSACHUSETTS STATE ENVIRONMENTAL Q_ l- �,,,,,h Fi;,, rt,; CODE 31 D CMR 15.00 - TITLE 5 AND LOCAL BOARD OF HEALTH ► � 41-1 10' MIN. INLET TEE ; i a ------ ---- ----- - uqn �,c RULES AND REGULATION WITH EXCEPTIONS, IF ANY, APPROVED BY 0 D.B.#1 99-42 ga• „,C. v ZABEL FILTER - I `,�gyt THE PERMIT GRANTING AUTHORITY. -99.25 D.8. 1 v _WSJPPORT_LEG__- i D.B.#2 98.90 98. 73 C.B. 2 - 99.0 TRENCHES 1 & 2 - E 96.2 98.5 TRENCHES 3 & 4 IZOlt C'Oti1NL'T:-'�TIU;�`S �-.., c c / , x � LOCUS MA1 1. BUILDING USE., RESIDENTIAL � � x 97.0 TRENCHES 1 & 2 2. NC. OF BEDROOMS: L PROVIDE 2060 GALLON SEPTIC %�" RUSHED STD>Nt , 96.5 TRENCHES 3 & 4 LANK WITH THREE COVERS I R f..)l 1 L f" 3. DESIGN ND. OF PEOPLE: 16 A 0 (2)5 OUTLET D-BOXES NOT To SCALE N' Go ROUNDWATER ENCOUNTERED 4. DESIGN FLOW: 16 x 55 GPD = 880 GPD 5. TOTAL DAILY FFLOW: 880 GPD r - --- --' - - s' MIN. _ _ - 6. GARBAGE GRINDER: NO o 36" MAX, _ �-- - SEPTIC TANK CAPACITY _ .y a °a,-- a aa-y a �aa pa 200% DAILY DESIGN FLOW v a' vv� 5' fv( �vd �a� }avl °r`.aa 2 x 680 GPD =1760 GALLONS `� BACKFILL rv®'_kiv Evv livi vv ba. vv �bv LandCUL�rt �C)Iln vavv ovov,i jvvvv vvvva� vvvov ovvvv vvvvo vvvvo Found "Held" o PF_ASTONE °°°° �°°°ad paav°� °°°°� USE 2000 GALLON SEPTIC TANK (TITLE 5 MINIMUM) 9wd 24' p v W°,� v a a a v; v a o a°� SOIL ABSORPTION SYSTEM `avvvvl v v v v v v v v o' 7 v v v v !v v v v v( vvvv v tip` tips 3/4" - 1 1/2" - vvvvo{ rvavv� �vvvv4 va°vd Xti�' DOUBLE WASHED .STONE aavva vaaav °aaav a°°av o aaav baaav� °°vvd byaaav� 1. DE:�IGN PERCOLATION RATE: - ?_ Min/In. vvvvo 6vvvaayVvvvv4 vvvvo+ � b vvvv vvvv vvvvq vvvv 2. SOIL CLASS: I i L k, F'ttd. `b oti¢' ' ' 3. LONG TERM ACCEPTANCE RATE (L TAR): 0. 14 GAL./S.F. Y 4. TOTAL AREA REQUIRED - LOCAL CODE: 880/0. 74= 1 19OSq.Ft. J tio2 a [.and Court Bound 3' 9' 3' 9' 3' s' 3' S. TOTAL AREA REQUIRED - TI1 LE 5: 1 190 Sq.Ft. 6- LEACHING SYSTEM USED: (4) LEACHING TRENCHES 41 'L X 3'W X 2. 'D i a Found "Held" CROSS SECTION 7. TOTAL. LEACHING AREA PROPOSED ~ > � > v BOT AREA: 41 ' x 3' x 4 = 492 S.F. >, � ` NOT TO SCALE SIDE WALL AREA: (41 ' + 3' + 41 ' + 3') x 2' x 4 = 704 S.F. TOTAL LEACHING AREA = 1196 S.F. v (FOR RESERVES PROVIDE (3) 41 ' L-ONG AND (2) 20.5' LONG TRENCHES) f r\ �• `� � 8. TOTAL ALLOWABLE FLOW 1 196 S.F. x 0. 74 - 885 G.P.D. ' No Local or Title 5 Variances are Required 9. WATER LEVEL: NONE TO ELEVATION 91. 1 - 2 ` for construction of the replacement sewage system SCHEDULE OF ELFVA TION,S _ LJ, �,� , r t!�/OkK F�2ON'I ; I EXISTING PROPOSED AS- Bu I i ti ALTH TOP OF FOUNDATION 102.7 f , �.,KID A.No .� tJVEC� PL�NIS ONLY - -- - -- -------- ---- - -� BASEMENT FLOOR 96.2 V,' ' ` 17 �� APPR _ e.` w `� � _v GARAGE FLOOR 101.0 _ �S� LOWS: INVERT AT FOUNDATION' _102.25 102.0 100. 10 SEPTIC TANK --_ INLET __ 99.90 �►A �t ' OUTLET 99.65 I D-BOX �1 - !N 99.42. EXISTING SYSTEM 70 BE ABANDONED � I �� _ _'_.___. -, OUTLET_ - 999.21 9.25 WITH 31 G CMR 15.354. Benchmark, Top of Cone. TRENCH �OF SYSTEM - 99.00 IN ACCORDANCE , ti h 2 �� END OF SYSTEM 31 G CMR 15.354 REQUIRES ` +,a i %\ / c' Bound WIDisk Elev. 100,00 _--"--_ - ALi:_. TANKS, L-EACH PITS AND CESSPOOL '�'� BREAKOUT 99.9 h BE PUMPf_-0 BY A LICENSED SEPTAGE ' _ r` � Assumed Datum FRENCH HAULER AND EXCAVATED AND REMOVED �� - Y, BOTTOM DBOXF 2 INLET ___ 98.90 97.0 FROM THE SITE OR THE E3UrTGM OF THE x cy� �a� � \ ��� x�o - _ - OUTLET. 98.73 , �.--- - 1 �� rrac TRENCH.3 tx 4 BEG. OF SYSTEM y�• TANKS SHALL BE OPENED OR kUPTUREO ~ � `- �` e�V • `' , �' � \` � .AND THE TANK SHALL BE COMPLETELY ' ! ( Land C't)urt Bound - - - FILLED WITH Ct-F_A:N COMPACTED SAND. END OF SYSTEM 98.5 f y% Found "Held" BREAKOUT I 99.2 _ 96.5 � BOTTOM OF TRENCH x�o r. WATER LEVEL BOTTOM 1 91 . 1 NONE ENCOUNTERED TO 10' CC�NST`R UCTION NOTLw.S �'] ���• 11(i�tlon 1. CONSTRUCT SEWAGE SYSTEM AS DESIGNED IN ACCORDANCE_ H THE STATE ENVIRONMENTAL CODE TITLE 5 AND THE `~- venu �, � oo` ,r�� Dab RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH. `... s' �` ✓ C `( 2 THE SEPTIC TANK SHALL BE PROVIDED WITH PROPER INLET AND " OUTLET TEF_S. THE INLET TEE SHALL EXTEND A MINIMUM OF 1 G - I x x ". �zs v o `�• 2 �C,�o INCHES BELOW THE OUTLET FLOWLI NE. THE OUTLET TEE SHALL J CONSIST OF A ZABEL FILTER MODEL A 100 OR APPROVED a `\ � � � ti�v� t`��`y `• ,�oZ�o� ; ��' �� I.I'. EQUAL. 1' t �` �. �j �, o �.`s, 3. PROPOSED GRADING SHALL NOT CREATE A NUISANCE OR \ © ,'' 0­ INSPFCTION�`�' (� ADDITI ANAL FLOW ONTO THE STREET OR ABUFTING PROPERTIES. I -f1�1X0� Parc. NOTES 18 900 S.F. �.L Ac. 1. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO / \ (Pttltei L) Hox 4 � ' Contractors are to NOTIF'r THE LOCAL BOARD OF HEALTH AND THE DESIGN � 0) ��"� BID AND WORK FROM ENGINEER TO CONDUCT THE FOLLOWING CONSTRUCTION BOARD OF HEALTH INSPESTIONS: t� APPROVED ED PLANS ONLY 2. EXCAVATION AND BOTTOM OF SYSTEM PRIOR TO SYSTEM Q �02 `��' INSTALLATION. x 3• SYSTEM COMPONENTS INCLUDING INVERT ELEVATIONS PRIOR TO W X SOIL LOGS 1 "-4 ' BACK FILLING SYSTEM. ` TP 2 FINAL GRADING. `--`-� x O LOAMY-SAND 101.2 FILL ;°o• GENERAL NOTES Ca r� 8 B- 100.4 1 LOAMY SAND �9 9 T-.HL LUT IS LOCATED IN FLOOD 70NE C Property line and Sewage Syvtem (.ocatiuns to LOAMY SAND he staked in the field at time:of construction `j 24 99.2 B LOAMY SAND br Srcnf><ck& Taylor, Inc. 32 --�----�- 98.4 AS SHOWN 'ON F,I,R.M. MAP 250 QO 1 0016D DAT FED C REVISED JI,LY 2, 1992 Note. No proposed grading is shown as the existing CZ Coeelevations are to 1w maintained in the area of the 5 - 9 7.0 W r proposed sewage systern. SAND PERC TEST SAND 2, THER[. ARE NO SURFACE WATER SUPPLY OR GRAVE[_ PACKED rE--- I 6 95.5 WEL L WITHIN 400' NO TUBULAR PUBLIC WELLS WITHIN 250' AND 'VO PRIVATE POTABLE WELLS WITHIN 150' OF THE ►-Ll �,. I P. Fnd. ��, PRROPOSED SANITARY SEWAGE DISPOSAL SYSTEM. ,'L ��, 3. EXCEPT AS NOTED ON PLAN ABUTTER SEWAGE DISPOSAL 120 -___1 1. 1 SYSTEMS E I.P. F Ind. 120 91.2 - 5 S, STEMS COULD NOT BE LOCATED. L f'. F nd. pti� Scale :' I 0' NO MOTTLING NO MOTTLING C ►-.r � � ----- - -- - NO WEEPING "ES TO EFFLUENT FLOW, GRADING OR LANDSCAPING Z ', . ►...� No WEEPING 4. CHAN�� . . II III ,r� 40 60 ,8o PERC :RATE EITHER? ON-SITE OR ADJACENT TO THE SITE OR FAILING TO nLZ � -2 MIN- / IN. PROPF RLY INSPECT OR PUMP THE SEPTIC TANK MAY EFFECT J --"-L TEST PITS DUG ON OCIOBER 4, 2002 zoo THE PROPER FUNCTIONING OF THE LEACHING SYSTEM. � �`) LOGGED BY WILLIAM MCCOVERN, L.S., S.E. w WITNESSED BY DAVID STANTON, H.A. 5. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ANNUALLY, .lob No. 6549 ,lob No. 6549 `= r- - "s� Y 1 g y ..., , r. 9. ... .k .. ,,. .rE - t a: ,�v;as �. ,. ... ,£_ ... .. .. :. ... ... .. : :, .y , _. .. : :... y "ASV . W i •a I , r a. 50 � ZONINCry PROVIDE ACCESS TO WITHIN 6 OF" FINAL GRADE-`- ALL PIPING TO BE 4" DIA, SCF'FDULE 40 PVC UNLESS NOTED TRS. 1&?. }alrrauu ZONE: R 10 t.0 9.9 t rh `f�t�'<+ MINIMUM YARD SETBACKS: o� . 102. 7 101.2_ - 99.2 FRONT: 0 SIDE:10 REAR:I U �r iz,= -)Q� .��. o cr b GRADE rus. w�&4 DESIGN C-'RI TERI A cC5 � �x T'0 DRAIN cz 0,1- 10' 0 102.00 (HSE_. 99.90 I ----- -�---- -- ___ ___ MIN. _ __� ____ ,�k�,+ THE LEACHING SYSTEM Si 1OWN ON THIS PLAN HAS BEEN DESIGNED `'`� � � �, Q 99.65 --- - D W THE MAS ACHUSETTS STATE ENVIRONMENTAL © 100. 10 (. t_eachmq Trenches �••-•^ IN ACCORDANCE WITH E S j 10' MIN. ( �- INLET TEE / _ _ y- North Bay CODE -- 310 CMR 15.00 - TITLE 5 AND LOCAL BOARD OF HEALTH D.B. 1 99.42 T� - :.�. � v (?GEES AND REGULATION WITH EXCEPTIONS, IF ANY, APPROVED BY �'ABE'L FILTER -99.25 D.8. 1 �>;� +i3a �" °' r D.B. 2 98.90 THE PERMIT GRANTING AUTHORITY. cU W SUPPQRT LE 98,73D,8,#2 99.0 TRENGHE, 1 & 2 F'LO1V('OMPUTATIONS v o 0 I'r .96.2 98.5 TRENCHE E 3 & 4 � ;� RESIDENTIAL- �, '� y 1. BU,r-DING USE: PROVIDE 2000 GALLON SEPTIC 6" CRUSHED STONE 97.0 TRENCHES 1 & 2 Lc��Y��4 MAP R 2. NU. OF BEDROOMS: 8 ""'� `'' � � TANK WITH THREE. COVERS I'11()�'ILI 96.5 TRENCHES,3 & 4' 3. DESIGN NO. OF PEOPLE: i 6 o -^ oc 91•L_Z__ 16 x 55 GPD = 880 GPD v 4. DESIGN FLOW: (2)5 OUTLET D-BOXES NOT TO SCALE NO GROUNDWATER ENCOUNTERED 1 "' 5. TOTAL DAILY FLOW: 880 GPD x 6. GARBAGE GRINDER: NO G.La ro SEPTCC' TANK C'APAC:'ITY x '' ° 200% DAILY DESIGN FLOW BA�KFILL ° ° - - Ivi°°�° °° :° °° ° 2 x 880 GPD 760 GALLONS a, Land Court Bound °°°°'� °'°° °°°• °'°°�vvsvv+ vvvvvvvvvv vvvvv (` , ,w v �tt7 +[]� PEA TONE - °°°4�! vvvv vvvv °°°► USE 2000 GALLON SEPTIC TANK (TITLE 5 MINIMUM) /. Found Held p � / vvvvv � vvvvv 9vvsv v v v v v � °o+°d °�►°° ®°° ° °° SOIL ABSORPTION SYS7 fiM v �� tip�� - vvvvs+ 24� vvoss vsysv vvvvv ' > ! ��"" v 4 v v vvvv v v v v v v v v tio2 DOUBLE3WASHEDIT vvvvv vvvvv a Vr vvvv X °v°°v� °v v v° o°° ° °v°,° 1. DE.filGN PERCOLATION RATE: -2 Min/In. �tp °7vT. �__ �vV9II� vvvv v°vvv� 2. SOL CLASS: I ; I 1 3. LONG TERM ACC ( ) / g 1.I2. Fncl. oti�'' ,�pti• ! ACCEPTANCE RATE LIAR ; 0.74 GAL. S.F. ^h 2 -- �- 4. TOTAL AREA REQUIRED - LOCAL CODE: 880/0,74=1 190Sq.Ft. 9' - - 3' 9` 3' �9' ' 3' S. TOTAL AREA REQUIRED - TITLE 5: 1 190 Sq.Ft. =' � Land Court Bound Found „�`,Id„ 6, LEACHING SYSTEM USED: (4) LEACHING TRENCHES 41 'L X 3'W X 2'0 � `' � .� tip CROSS SECTION 7. TOTAL LEACHING AREA PROPOSED BOT AREA. 41 ' x 3 x 4 = 492 S.F. >. ` NOT TO SCALE SIDEWALL AREA: (41 ' + 3' + 41 ' + 3') x 2' x 4 = 704 S.F. m " 0 TOTAL'- LEACHING AREA = 1196 S.F. C Ontractors are to '"� -- _ __--____. _` �� (FOR RESERVES PROVIDE (3) 41 ' LONG AND (2) 2.0.5' LONG TRENCHES) � v • , � � c, ` BID �itVL> >NrDHK FROM 8. TOML_ ALLOWABLE. FLOW 1 196 S.F. x 0. 74 885 G.P.D. BOARD OF HEALTH � No Local or Title S Variances are Required 9, WATER LEVEL: NONE TO ELEVATION 91. 1 APPROvF_[, FLANS ONLY 2 � ~� for construction of the replacement sewage system SCHFDUL.E OF ELF17A TIONS V EXISTING PROPOSED AS-BUILT T _ _TOP OF FOUNDATION 102.7 - -- --- s a, BASEMENT FLOOR 96.2 �� � ' �y < , ; GARAGE FLOOR 101.0 _ � ►, ' Qj FLOWS: INVERT AT FOUNDATION 102.25 102.0 100. 10 SEPTIC TANK -- INLET 99.90 �,. OUTLET 99.65 D-:BQX_ 1 - IN _ 99.42 EXISTING SYSTEM TO BE ABANDONED On OUTLET gg221 IN ACCORDANCE WITH 310 CMR 15.354. Benchmark: Top of Conc. ,OF SYSr EM 310 CMR 15.354 REQUIRES _�o..r Zvi` . �.� END OF SYSTE 99.00 "� � ,� Bound W!Disk Elev. 100.00 Bf ALL TANKS, LEACH PITS AND CESSPOOLS �'��''`' -� �/ �` +Cj Y A LICENSED SEPTAGE �`' �� �; Assumed Datum BOTTOM OF TRENCH 9UIT 7.0 BE PUMPED B Q HAULER AND EXCAVATED AND REMOVED trap '��; D-BOX 7f2 INLET98.90 clul f FOAf 17,qE SITE OR THE BOTTOM OF THE " �,Lsd °' �? �� \ 6' tio° �.,� - - ✓f�Ira�e � rti ,, � �� x OUTLET 98. 73 ` TANKS 'ALL AE OPENED OF RUPTURED �� 98.71 I+ AND THE TANK SHALL BE COMPLETELY 0 � � � �, TRENCH3 & 4 BEG. OF SYSTEM � ,- `\ r Land Curt Bound END OF SYSTEM 98.5 FILLED WITH CLEAN COMPACTED SAND. --� 1 �t• Found "Held" --- --- ' *;, 1 }F f �; BREAKOUT 99.2 _y - doh ^� � ,� __ BOTTOM OF TRENCH 96.5 r WATERR LEVEL BOTTOM 91. 1 NONE ENCOUNTERED TO 10' p�, CONSTRUCTION NOTES � �t;d�ftfc,� SEWAGE SYSTEM AS DESIGNED IN ACCORDANCE a - �•r, ��►� ._ � - � ,� �� t, o _. . tio%�' 1. CONSTRUCTs \` g2� / + �o11Y Xti WITH THE STATE ENVIRONMENTAL CODE - TITLE 5 AND THE Venue ' RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH.�'�� 110 � 2, THE SEPTIC TANK SHALL BE PROVIDED WITH PROPER INLET AND "% I.P. d. rod ' OUTLET TEES. THE INLET TEE SHALL EXTEND A MINIMUM OF 10 p �� -� 0,�Z �01, (D INCHES BELOW THE OUTLET FLOWLINE. THE OUTLET TEE SHALL :� W CONSIST OF A ZABEL FILTER MODEL A 100 OR APPROVED s �h �v;�' °�� �, �'� �`\\ I.P. d. ` `rj, EQUAL. 0 < , \ \ 3. PROPOSED GRADING SHALL NOT CREATE A NUISANCE OR ". �, v Q Parc \� ADDITIONAL FLOW ONTO THE STREET OR ABUTTING PROPERTIES. a `� INSPECTION NOTES 18 .9( S.F. Contract a �" �' 0 4�3 Ac �r / �'"' f)trtrc* BIL)AND p V�io s ire to 1 IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO _ �°' /�i ,,/` . / 0 Ho /� �; BK NOTIFY THE LOCAL BOARD OF HEALTH AND THE DESIGN / //', r'�/ / \ A�RV M, gHM ENGINEER TO CONDUCT THE FOLLOWING CONSTRUCTION e%fry % �vr✓ Ia Ijt ANs ONLY INSPECTIONS: 2. EXCAVATION AND BOTTOM OF SYSTEM PRIOR TO SYSTEM Q // = / 2+ �� INSTALLATION. ',i� J. SYSTEM COMPONENTS INCLUDING INVERT ELEVATIONS PRIOR TO \ �Ll x� SOIL LOGS 1 "=4� BACK FILLING SYSTEM. � W o� . 1' TP- I TP-2 FINAL GRADING. o -- -__ 101.2 0 nLL _- 101. i GENERAL NOTES ~ LOAMY SAND 6 100.6 �e, Q W 8 - 100.4 LOAMY SAND Property Line and Se�rage System Locations to B LOAMY SAND 14 B 99'9 1. THE LOT IS LOCATED IN FLOOD ZONE C W q be.staked in the field at tirne of construction _-__ .r LCaAMY SAND bf Stenbc�ck Taylor.Inc. 24 - 99.2 98.4 AS SHOWN ON F,I.R.M. MAP 250001-0016D DATED 32 CREVISED JULY 2, 1992 Note:No pmpowd grading is Yhoµ�n as the existing � WW elevations are to he maintained in the arcs of the 5 97.0 imposed sewage system. SAND PERC TEST SAND 2. THERE ARE NO SURFACE WATER SUPPLY OR GRAVEL PACKED 6 95.5 WELLS WITHIN 400', NO TUBULAR PUBLIC WELLS WITHIN 250' AND NO PRIVATE POTABLE WELLS WITHIN 150' OF THE EW Q �� PROPOSED SANITARY SEWAGE DISPOSAL SYSTEM. l.P, f+nd. ti 3. EXCEPT AS NOTED ON PLAN ABUTTER SEWAGE DISPOSAL ti �W 1.P. Fnd. _ 120 91. 1 SYSTEMS COULD NOT BE. LOCATED. 1-nd. otih� Scale : 1 " = 20' 120 NO MOTTLING 1.2 NO MOTTLING � NO WEEPING NO WEEPING 4. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING „a PERC RATE EITHER ON-SITE OR ADJACENT TO THE SITE OR FAILING TO ' • CL" � 0.4 t) it1 20 tt) �>tr ��{ -2 MIN. / IN. 0 W � �J PROPERLY INSPECT OR PUMP THE SEPTIC TANK MAY EFFECT ►y.' TEST PITS DUG ON ocroBER 4, 2002 THE PROPER FUNCTIONING OF THE LEACHING SYSTEM. �+ c �� I� LOGGED BY WILLIAM MCGOVERN, L.S., S.E. WITNESSED BY DAVID STANTCN, N.A. 5. THE OWNER SHALL._ INSPECT AND PUMP THE SEPTIC TANK Job NO. 6549 ANNUALLY. Q O Job No. 6549 : / _may.*;'''