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HomeMy WebLinkAbout0061 TELLEGEN TRAIL - Health lr ' 6,1 To'llegen Trall Centerville ` Y A=230 149 Opendaftee 42101/3 ORA 10% P4 I Town of Barnstable Health Inspector oFt Office Hours ti Regulatory Services 8:30-9:30 Thomas F.Geiler,Director 3:30—4:30 STAB , Public Health Division . v i639. ���� Thomas McKean Director ArFD MA'S A � 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 AMNESTY PROGRAM APPLICANT — SEPTIC QUESTIONNAIRE Date:August 15,2011 1. General Information: Size of Property: .50 Acre Address: 61 Tellegen Trail Centerville,MA 02632 Map 230 Parcel 149 Name:Marcia Jocelyn Wytrwal Phone#: 508-771-1438 2a. How many bedrooms exist at your property now?4 2b. Are you planning to add any bedrooms?NO If yes,how many? 0 2c. How many bedrooms total are proposed at this property(including the amnesty unit)?4 2d.Please include a copy of the floor plans for the entire property. Neatly use a straight-edge. Show all existing rooms in the 'T home and the proposed amnesty apartment. Provide width measurements of any open doorways. Please label each room clearly. 3. Is the dwelling connected to public sewer? NO If the dwelling is connected to public sewer,skip questions#4 through#9 below. 4. Location of dwelling is INSIDE a Saltwater Estuary Protection Zone? 5 . Location of dwelling is INSIDE or OUTSIDE a Zone of Contribution to public supply wells? 6. Is the dwelling connected to an PUBLIC WATER? 7. Is a disposal works construction permit on file? YES or R NO 8. If yes,how many bedrooms were approved according to this permit? Bedrooms. g 9. Were any building permits obtained for construction of additional bedrooms? YES Wr NO71 r s 10. Is there an engineered septic system plan on file at the Health Division? YES or i NO .� 11. Has the septic system been inspected by a DEP certified inspector within the last two years? YES or NO rn ------------------------------------------------------------------------------------------------------------------- FOR OFFICE USE ONLY The Public Health Division has no bjection to bedrooms at this property. Special Conditions: rS J'- 00 r7 ,� 1�G Signed: Date: Ji I TOWN OF BARNSTABLE LOCATION �j/ 7c(.&fLy,, T a-- I SEWAGE 7S" ^07 VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. Cyy�ng t u�� SEPTIC TANK CAPACITY A000 /V-/& �ac�c LEACHING FACILITY:(type) (,30) Spa n 1 e s f h r� f/vc size) NO.OF BEDROOMS OWNER PERMIT DATE: l -1 -Z-Od7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /' c /Z Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) IV49 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility Feet FURNISHED BY CLe At ,9 Z 17-o IDA' CS 35. 0 173 PY zaa•5 n3 I No. . 9w r �.: ` Fee Cld THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpplication for �Dizpozal 4_ p$tem Con0truction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑.Complete System Kindividual Components Location Address or Lot No. (p f J'E1 1 G6 e,h -r e4jt_ Owner's Name,Address,and Tel.No./7q.?C✓d �jv�T-� ` CPS•-l?t/LviC'Ic- �X 2100� Assessor's Map/Parcel 2 3 p /`t ✓�-+�Y+`S ►ryi!� o Z6 d Installer's Name,Address,and Tel.No.�4P�r,�i r)E �'r �'�� Designer's Name,Address and Tel.No. ta5,ltee..^,�'�. qGOrYL� Lcn,j�2vi!(e 1-2- Type of Building: Dwelling No.of Bedrooms Lot Size 2-2 Z(-71 sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) LN b gpd Design flow provided 4 S N' a9 gpd Plan Date I j-t 1-Z.c7o 7 Number of sheets 2, Revision Date Title (o Tfi?L P Size of Septic Tank 1000 Type of S.A.S. (0 CZ-AL4 q Description of Soil �`De �) 2d - y a Nature of Repairs or Alterations(Answer when applicable) -3 ox 41J L,__g Alr_u Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. l;y—7 -7 J Date Issued 1.2 `7 �• b � ♦ _ .. • ,.- �.•...ter^ '�'�...4 .. s• •c'TTT.a�tt..... �, „ •° ....._}... n. y,r.. _ .T�° ' J - i 1n . No. ' Fee (/U >I ^ , THE CO MONWEALTH OF MASSACHUSETTS Entered in computer: / li PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �Btopaal 6pgtem Cora.5tructton Permit f ! Application for a Permit to Construct( Repair(Upgrade( ) Abandon( ❑.Complete System Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. d j �U' r3�x 2G.o� Assessor's Map/Parcel 2 3 OA c l r ds r.x:S r7.1 0o 6 /1 r•ie Installer's Name,Address,and Tel.No.(,,.,.APB/,4.ri r)E C�'� / Designer's Name,Address and Tel.No. � -A -7G,7 ( N•j lr�2rrH�j �/a/ZKS —c✓ lrV V<(�� �� G.1- CroSgFiCt� 7 i Type of Building: DwellingNo.of Bedrooms L "f Lot Size 2 Z, 24.2-� sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) + Other Fixtures Design Flow(min.required) (4LI O gpd Design flow provided S `7' gpd Plan Date I)--f --2-cw 7 Number of sheets Z. Revision Date Title (D ( l i✓I�YIGv. T/ I Size of Septic Tank I Ono Type of S.A.S. 62n!!5� S S - 5/ c, rS i Description of Soil o per_ vj&Z4l'_ ��° •a, I Nature of Repairs or Alterations(Answer when applicable) 6 K5 IV*k t t7 o'e <1-1 f -lox n 44 L ��4,1A Date last inspected: - Agreement: ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordarice;with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. r y ff' Signed " Date C Application Approved by Date J - ` Application Disapproved by: Date for the following reasons _ Permit No. (��-7- j." 7 Date Issued 1 G -7 ——————————————--- THE COMMONWEALTH OF MASSACHUSETTS i BARNSTABLE,MASSACHUSETTS Certificate of Compliance i THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired V.,) Upgraded ( ) Abandoned( )by�a�J,� (-.,� e c D J + e S �, 1. C- at N L- Y has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. r-(.?- 5 7 dated j Installer C�k Designer ray' �� #bedrooms L7 Approved design�floow 1 t� / �� gpd The issuance of this permit shall not be construe. as a uarantee that the system wil�unc'ion as essii%ned. 6 �1/ U' 1 l/i1/ _- <f �lJ/off Date ` Inspector k; \\ _ Iy r No. �Clu�-..J7� .., ----------- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwtgpoot *pgtem Cowaructton Permit Permission is hereby granted to Construct ( ) Repair (V—) Upgrade ( ) Abandon ( ) System located at (o( %E r J e�eo,�- T 4 lA-Z.- (.g&!j ,-;J je and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date,of thisthis p tetmterm t. . ,. _ Date 0-7 Approved by i ;1, � I i 12/21/2007 09:59 5084775313: ENGINEER:I:NG; WORKS ! PAGE 01 l; rows of Urn0able e atory Semen I Thomas F. Geila r,Dkwtor pc20 8bj�'fS1�611 h � � Tbum$s Mc>t�ea�u,Ii,>»reetur !{ 11!>Ea#n S>tl'get,Hypitnhi MA 0"o7 i { i 1 i Fax: 509-790-6.04 { �r Ce 9 i i Vie: !,..-Z 2�-Zom=7 wage Perm# 7�-z e;�-�Y Asses 'a Malep1p lDom i , a °�'� �►��� S-u Cn:.br�Z S � �ns�r!Aer; �) w�`'. � � Add: ! 2- ! � Add;fras, U. a i � i 1 i j ' I on .f'1-l -2,6a-7 3 !F Z `! .. �I 99aod 8 PittoMOW a I ,Q (address) •`� based on a dcsi;gnl drawn by PAC✓ 'T' �'r� I f aatoa l - - PQ#04 dW the d i c system referenced above W" i istaHod subs f which inay include mid PP , ac�c baz or a roved cha3ulgea Sash as la yy a�or septic tactic. i t>erral rel moon o the I + , . w Septic s stem' re yy fercnced above was } s�' reloeat'On the SAS or aAY ve�c&l re� °1 s (i.e. Y ) but to accordance with State $:.Local Re ^any c pvn or ��b� by,designer to!follow, I gulativns. 'Piatti rltviaicn or sI r I �N OF PETER T. s ij McENTEE CIVIL y E /S T E� s�OrunL t� i i I (A; x, Designer s Stamp HMY t P L a4�Fb CR 1�.T �{Mf ARE M. . Q' S o�Daet cmtficatl ' , si on��3 26-04 doe , j McKean, Thomas From: McKean, Thomas Sent: Friday, September 09, 2011 11:14 AM To: Dabkowski, Cindy Subject: RE: Amnesty Program Applicants Questionnaire's Hi Cindy, 1. 82 Furlong Way, Cotuit-APPROVED. 2. 712 Oak Street, West Barnstable- DENIED, too many bedrooms for the septic system and size of lot, on well water 3. 854 Phinney's Lane, Centerville- Under further review, housing inspector to schedule an interior inspection, first floor "office" room to be viewed 4. 184 Thankful Lane, Cotuit-APPROVED for three bedrooms maximum. 5. 61 Tellegen Trail, Centerville-APPROVED for four bedrooms maximum. However, there is a special condition: the first floor"study" room doorway entrance shall be five feet wide minimum without a door there in between the study and the bedroom, as shown on the submitted drawing. -----Original Message----- From: Dabkowski,Cindy Sent: Wednesday,September 07, 2011 1:55 PM To: McKean,Thomas Subject: Amnesty Program Applicants Questionnaire's Hello Mr. McKean Can you give me a status update for the following sites 1. 82 Furlong Way Cotuit 2.712 Oak St W. Barnstable 3. 854 Phinney's Lane Centerville 4. 184 Thankful Lane Cotuit 5. 61 Tellegen Trail Centerville Thank you Cindy Dabkowski 1 f S� G (,DU� C�tn-l�rvi t +'A i . y , u v: 4. Wgum � T PS 137 4.1 ,�t, � Y.W ; ' r, Y Y.•izx'�'..ra.,tt�`foi�`Mdn.o-.w`�- aq .r. t a h R.- RAM aw e�S u r a - , J4�� c � 1 ff�. ,,y ,� ,�.� •.�y y �k g�, a, r f�J^�' �wr r:. 'zt"ea tf v a� 1 � �v C*''' Vi A h �.. ��a�� `�'x4 6�, �t� q �� S. 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Facility(If any wells exist on site or within 200 feet of leaching facility) ti O Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY L 1 . 7�4 <<< At 19 z. 17•o �1 au.0 t32 awz c3 a5•,;k R, 4 .� A cs 341•0 pe: D3 r7Y a•5 'jjS as.0 �� 31 14 t http://issgl2/intranet/propdata/prebuilt.aspx?mappar=230149&seq=1 8/1/2011 Town of Barnstable Geographic Information System August 1,2011 ................................................. ............................... . ...................................................................................................................... ...................... .................................. ................................. . .................................................. .................................................................................................................................. ...................... ....... ........................... 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DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:230 Parcel:149EJ boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:WYTRWAL,MARCIA JOCELYN Total Assessed Value:$334100 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:0.50 acres Abutters . boundaries and do not represent accurate relationships to physical features on the map Location:61 TELLEGEN TRAIL such as building locations. Buffer 1xi Fax Send Report SEP-09-201109:42 FRI Fax Number • 15087906304 Name BARNST HEALTH Name/Number GMD / 915088624782 Page 1 Start Time SEP-09-2011 09:42 FRI Elapsed Time 00'16" Mode STD ECM Results [0.K] Town of Barnstable Health lnspcctur ,>• Office Hours Regulatory Services �' Y 8:30- 9:30 ({� R 'Thomas F.Geiler,Director 3:30—4:30 •BARN�r Public Health Division 6NTa�n Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 AMNESTY PROGRAM APPLICANT..-:SJKPTIC QUESTIONNAtRE Date:August 15.2011 1. General Information: Size of Property:.50 Acre Address:61 Tellegen Trail Centerville,MA 02632 Map 230 Parcel 149 Name:Marcia Jocelyn Wytrwal Phone ll:508-771-1438 2a. How many bedrooms exist at your property now?4 2b. Are you planning to add any bedrooms?NO If yes,how many? 0 2c. How many bedrooms total arc proposed att this property(including the amnesty unit)?4 2d.Please include a copy of the fluor plans for the entire property. Neatly use u straight-edge. Show all existing rooms in the home and the proposed amnesty apartment. Provide width measurements of Buy open doorways. Please label each room clearly. 3. is the dwelling connected to public sewer? NO if the dwelling is connected to public sewer,skip questions 114.through#9 below. 4. Location of dwelling is INSIDE a Saltwater F.stuary protection'Lone? 5. Location of dwelling is INSIDE or OUTSIDR a Zone of(Contribution to public supply wells? 6. I's the dwelling connected to an PURUC WATER? 7. Is a disposal works construction permit on file? YES or-,NO y � A 8. if yes,how many bedroums were approved according to this permit? licdrootns. Y '7 i ti O 9. Were any building permits obtained for construction of additional bedroors? YES Or NO 10. is there an engineered septic system plan on the at the Health Division? YF.,S oj NO11. Has the septic system been inspected by a DEP certified inspector within the last two years'? YF.S NO FOK OFFICE Ai t1SL•ONLY The Public Health Division has no bjection to bedrooms at this property. Special Conditions- Ll �n �! 6`dnq b, I,,- 'A c as 'how" an Pt�. Signed: Date: Jr -. .. � T. . ,n:of Barntab e I� ry Services epartment of Regulato -Iql t. l° Public Bealth Division; Date i�; 200,Main'$treeG Hyant►is MA0260Y Dat�Schedtiled _ _ � _ ..Time �� :c� oil 5uitabty Assessment for Sewage. �a�p�asal Performed B : ►' 1 t L��L�- Witnesse&By: Y , • LOCATION& GENERAL INFORMATION Location Additiss. 'o t Owner's Name 'r 0� rG 4 q W� Tel���e� Tom. $ ��,Z Address Assessor's Ma.'p11'arcel:- -::23 d 14� Engineer's Name �eh�e r N,BW CONSTRUI'IxON REPA:Ut Telephone# �Sa�) 9 7'7 5'31�•.:., •,. i f Surface Stones Slopes(96) Distances fromr Open Water Body r:tt Possible Wet Area —lift . Drink1h9VAter Wyll tt { ....Drainage:Way��ft :Property Une ( O ft Other.. : B' SKETCH'.(Street.narne,dimensions of lot,exact�ocadons of test holes&perc tests,locate wetlands41n proxiauty to holes)4 �_fr Rcuw 1 2 vU��� Depth to Bedrock Parontmsterial--(geologic) �� Gact q� p th.to Groundwater $landing Water in Hole: /. Weeping from Pit Pee AfIA— pep Weeping _ Bsgmated seasonal High Groundwater � r DETERMINATION FOR SEASONAL HIGH WArTER ;. Method.Used. Depth Observed standing in obs,hole: _ -�an, Depth;to soil moth an Depth to weeping frr;m side of abs.hole: T,_,.,, in. Groundwater Adustmant ft. Index.Well.# Reading Date: Index Well level,.._„ Adj,factor.,.,_.r,.. PEACOLATIO1'PT Observadon ; Hole# Time at 9" Depth of Pere �Z 6 f l Time At:`6" ' Start Pre-soak Time 0 l ZS 'Time(9"•6") .....,r.. ...z........ c End i3te-soak •�✓ j ('a.r� ✓I RateMin•llnch_ . Site;Suitabtlity,Assessment, Site Passetl Site Failed: Additional.Testing Needed(Y/I+1);; Original: Public Health:D;vision Observation Hole Data To Be Completed on.Back =-- a**If percolation test is to be conducted within 10014 wetland,you MUCH � e Barnstable Conservation Division at least one(1)Week prior to beginning. DEEP.OBSERVATION HOLE LOG Hole# Depth frorn Soil Horizon Soil Toxturc Sdil Color Soil' Q Surface(in) (USDA) (Mrns�li): Mottling (Sdueturo,$tgncg',$oulders. —f0 La �2 z t�—C Scw,,lJ Z.S 1 t Ham 'OBSERVATION HOLE LOG Hole#2 Sail Texture. Soil.Color Soil. Surface(in:). Qther bones,$oulde4s; (USDA) (Munsallj .. ,. Mottling . (Structure;S •M -C S `-q 'YS Vq I D OB+ P ERVATION HOLE L OG. Hoye# §bilFllrizon: Soi'I Texture: Soil Csu olor Soil OtFer" (USDA) (Muns6il) Mottling (Structure;S( es,:8oulders. MR YP tOBSFiRVATION HOLE LOG Hole# Depth from..., Soil hivrizon Soil Texture Soil Color Bali . p Suace(lq (USDA) (Murtsell) Mottling (Strucwro,S(gnes,Bouldors,:. G _ Flood MuraneeRate Man• Aboveb0yrr Rood tioundgry' No _ Yes Wi41itA 3A(1 year bouddary No iiflrlttt yr flttod boundtt No ry Yes D cs - our feet of nii turall occurriri y g pervious material existiri alf areas observed thrpughout thti area;proposetl foHthe sotl'absorpt3on s`stem? 1 .If qot,what{s the depth of nttttlrally occumn pervious mator{ii17 C� catto I cert that on L� (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysts was performed'byme consi tent;�+I`ih _. tht,regtured trai $,expertise and experience described in 10 CMR 11017. Signature _ Date i . t T- EXISTING LEACH PIT EXISTING SEPTIC TANK Wequaquet t' TO BE PUMPED, FILLED TOP OF TANK=43.57 J W/ SAND & ABANDONED INV.(OUT)=42.24-+ Lake i� TBM NO.1 Tog bolt/hydrant ;x 41,7 8.42 S 8,3.00,00 E EL.=48.00 (NG VD) fs 192 DO' '44 44.51 a°c`oa 6a�P W A Q"' I V° v6, > , x 43.33 r f I Great Marsh Rd Noce a, O", cute q i _ �� 8 y 1- � � f~ 6 - '"I� j PKi_SET/ LOCUS / - 1 �- J I� 44,9�/ Qr ' / // We 4'4,03 45.14 r / r IO.\►• n st x &-'nG�, x- ,. I 1 4.41 41 F..•.,.::x - , 4.0,9 !;, x, 4 ,18 -,_ ` ` _ :. LOCUS PLAN N.T.S. �+t I 1 -,',, j /� -- _.{�1� 4-.58 45.35 I � � � „� j Q'4j56 x-�..�s;u 44.7� 45 38 x LE END Lot 5 � c�r•ca� �'' I f 1 P r r-_ //, '"c 45.39 22,262.t S.F. ! - f`/; / /„ \ PROPOSED CONTOUR O.SIt AC. 4565 \A- . PROPOSED SPOT GRADE Map 2JO tt ,- EXISTING CONTOUR Parcel 149 � � t'' �`r � � � -�14�yL_"_10' x 37,71 EXISTING SPOT GRADE /.� , i �� ►'-► 45,74 a j t 1 r i i 'C4I r 1 l C t -4 G j /' �/ 1 r 1 + 1 4 Sy30 TEST PIT 46,01 r--� -- i �, vE T.� ` i 1 ,IN+ .46 1 r I {«t /;.`,� INSPECTIC)N 1 Io1 O O W EXISTING WATER SERVICE it < < P f� # �' 4,oa r /mat/ / - , �`��/� �' PORT r A- I �'�1 O -G- EXISTING GAS SERVICE P f 1 / EXrST/NG ,`�i'r r r C' O i ► f + �4 a % , 1 � , r 1 HOUSE• (#61), � -------�, ; 1+a i ' _ O.H. V!<--- EXISTING OVERHEAD WIRES �, r +4 �j i + I 1 44,13 ,/ ;F ., _ j T�NG�D)3l' L� I�r 1 r TP-2 ..t`O 3 1• t �--. �' ` ; + `� I W U.G. W.- EXISTING UNDERGROUND WIRES SEPT�/CZNCp .� t� _. ' TP-1 j �1 46 1 { x 43,62 F{1 = j ' ,' ,`� / / ' -4, -� 7 �.,.• I � ''3,8� � j i t'.' �",i-, `� ;�'^'�-'�,•,•1�/�-.� i'� �? � � W � Zz 1�4 AK ill i f,' SLEEVE SgWER W x AT CROS.ING 46.93 •�_; ~.-•� ,• l j 4 6 Ix 45 3av _ -� 45 �'1A' 46,86 0f k45x G 1 f TBM NO.2 •"-...._.,••••e � , Top Gas Shutoff o PETER T. 760 00, �f 4 .14 EL.=47. 14 (NGVD) McENTEE TBM N0.3 � 7 • = `� 46.16 � clvlt. N GENERAL NOTES: 6�01 x 45.15 1 o. 35109 Top Con c. Wall 0 W`�"`•�. 46.04 x r �o NGVD 31=46. ( j AFC/ TES 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL EL. � FS BOARD OF HEALTH AND THE DESIGN ENGINEER. 30 DD t r FLOOD PLAIN DESIGNATION SI 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS N 8j00'00" �x )47• 6 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. lqp_ _._ W r Community-Panel No. 250001 0005 C ff� LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: ! Map Revised: August 19, 1985 -310 CMR 15.405(1)(b): 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. j Zone "C" 1) A 2' variance to the 3' maximum cover requirement, for 5' of 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS max. cover. S.A.S. shall be vented. Q4's are rated for > 6' cover. AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR DIRECTED BY THE APPROVING AUTHORITIES. PROPOSED SEPTIC SYSTEM UPGRADE PLAN TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE DESIGN ENGINEER. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 61 TELLEGEN TRAIL, CENTERVILLE, MA 4, ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING CONSTRUCTION. Hyannis,fo r:or:Pre Marcia W trwal, P.O. BOX 2606, annis, MA 02601 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLEISOILS Y Y ENGINEER BEFORE CONSTRUCTION CONTINUES. IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE Engineering by: Surveying by: SCALE DRAWN JOB. NO. 5. ALL ELEVATIONS BASED ON NGVD ELEVATIONS, WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). EnglneeringWorks WARNER SURVEYING 1"_20' P.T.M. 250-07 if 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 12. EXISTING SEPTIC TANK SHALL BE INSPECTED FOR STUCTURAL INTEGRITY . 12 West Crossfield Road 22 Long Road THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF AT TIME OF INSTALLATION. IF FOUND TO BE DAMAGED OR STUCTUR`LLY ;Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. UNSOUND, A NEW 1500 GALLON SEPTIC TANK SHALL BE INSTALLED '(508) 477-5313 (508) 432-8309 12/18/07 P.T.M. 1 of, 2 1� R NOTE: TO PREVENT BREAKOUT, THE PROPOSED VENT t, EXIsnNG TANK D FINISH GRADE SHALL NOT BE < EL:41.23 INSTALL RISERS WITH COVERS OVER INLET & OUTLET, IN STTALL RISER WITH COVER AND SET FOR A DISTANCE OF 15' AROUND THE FOUNDATION TOP OF TO WITHIN 6" OF FINISH GRADE PERIMETER OF THE S.A.S. AS NEEDED. AND SET TO WITHIN 6" OF FINISH GRADE 24"(EXISTING) EXISTING EL.45.4t F.G. EL: 46.0t F.G. EL.: 46.23 (MAX.) �_• MAINTAIN 2% MIN SLOPE OVER LEACHING AREA l: L = 109' L = 8'(MAx) INSPECTION RISER PIPE 6" ^3•' 4" SC 40 PVC 4" SCH 40 PVC 11011114" ® S= i% (MIN.) 6 0 S= 1% (MIN.) 8" TO a 48" LIQUID INVERT .. ? LEVEL INV.=42.24t EXISTING sli ,, .. cns EXISTING PROPOSED BAFFLE (EXISTING) INV.=41.15 D-BOX INV.=40.90 5 ROWS OF 6 UNITS AT 4'/UNIT + 2'(END CAPS)= 26.00' . . .:.. ...... .. (USE SPEED LEVELERS)INV.=40.98 SOIL ABSORPTION SYSTEM (PROFILE) EXISTING 1000 .GALLON-SEPTIC. TANK N.T.S. ESTABLISH VEGETATIVE COVER BAD ATIIVE OR PERCE SAND)ND y NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO INSTALLATION, BREAKOUT EL.=TOP OF UNIT l"NN J 2) D—BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A SIX INCH MECHANICALLY TOP OF CHAMBER EL.=41.23 COMPACTED CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). INV.ELEV.=40.90 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE. BOTTOM ELEV.=40.23 -+F -EXISTING SUITABLE MATERIAL 5-4" POLYSEAL OUTLETS 5' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH=14A' 21" SEPTIC SYSTEM PROFILE T.P. EXCAVATION OR G.W. 2" 2� 1-4" POLYSEAL INLETS USE 5 ROWS OF 6—QUICK4 STANDARD INFILTRATOR CHAMBERS •. NO G.W. ENCOUNTERED, EL.=33.6 �_ WITH NO SEPARATION BETWEEN EACH ROW & NO STONE N.T.S. ` .� TYPICAL...SECTIDN 0 0 0 00 PG 6 o 1 • � � DESIGN CRITERIA . . I NUMBER OF BEDROOMS: 4 BEDROOMS cN Top View Section \ ; SOIL LOG SOIL TEXTURAL CLASS: CLASS I D—BOX DESIGN PERCOLATION RATE: <5 MIN/IN DATE: DECEMBER 14, 2007 (REF# 12,040) \ \4� �\. SOIL EVALUATOR: PETER McENTEE PE CSE DAILY FLOW: 440 G.P.D. 16" \\ EXISTING \ �'� \ ��� WITNESS: DONALD DESMARAIS—HEALTH AGENT DESIGN FLOW: 440 G.P.D. 0 0 \'•,``•.,��HOUSE (#61)\\'\\\\`, Elev. TP— I Depth Elev. GARBAGE GRINDER: NO TOF=46.31 \ I --P-- Tp+� D—�h EXISTING SEPTIC TANK: 1000 GALLON CAPACITY (TO REMAIN) 1 \\Vv 11 o O Slp SEW ��\ \ NGVO \ \\\ 46.1 A 0" 46.1 A 0 SANDY LOAM SANDY LOAM LEACHING AREA REQUIRED: (440) = 594.6 S.F. \ \ :�`• \ \\\\� \. 'X \ \ ` 45.3 11 OYR 3/3 1 U„29 45.4 1 UYR 3/38„ 74 52„ INSPECTION PO B; B USE 5 ROWS OF 6—QUICK4 STANDARD CHAMBER UNITS WITH NO 1 _. SANDY LOAM SANDY LOAM,tUYR 5/6 10YR 5/6 STONE FOR AN S.A.S. HAVING THE DIMENSIONS: 14 0 x _26.0'. 70P VIEW 48 �4iv" T N 2 42.6 G1 42" 43.8 C1 28" BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) EfFEC11VE LENGTH) NaA+ P/N: 04STDE p�. N 52" � END VIEW � rL M—C SAND M—C SAND PERC 5 ROWS x 26.0' x 4.72 SF/LF = 613.6 SF MULTIPORT END CAP U" p� W 2.SY 5/4 2.5Y 5/4 01 164" DESIGN FLOW PROVIDED: 0.74(613.6 S.F.) = 454.1 G.P.D. SIDE VIEW NOMINAL CHAMBER SPECIFICATIONS '6R ----- 39.1 84" 39.1 r � — _ C2 C2 84" c EFFECTIVE LEACHING - "•..34"x 49"x,z• ; I I PROPOSED SEPTIC SYSTEM UPGRADE PLAN w 9ZE(w x L x H"C AREA; I P OPps I M—C SAND M—C SAND �- BELL............... ....................................PER CODE I S. E A. .j tl 2.5Y 6/4 2.5Y 6/4 61 TELLEGEN TRAIL CENTERVILLE, MA TRENCH............................................PER CODE r r - , 34" INVERT ELEVATION..................................................a f'---- C Prepared for: Marcia Wytrwal, P.O. Box 2606, Hyannis, MA 02601 FRONT ME STORAGE CAPACITY PER UNIT....................44A CAL 2Vi p '�--+� 33.6 150" 33.6 150" Surveying by: SCALE DRAWN JOB. NO. QUICK 4 STANDARD INFILTRATOR CHAMBER Engineering by: INFILTRATOR CHAMBERS PERC RATE <2 MIN/IN. ("C" HORIZON) EnglneedngWorks WARNER SURVEYING N.T.S. P.T.M. 250-07 ER S.A.S. LAYOUT NO GROUNDWATER OBSERVED 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. , 'I N.T.S. (508) 477-5313 (508) 432-8309 12/18/07 P.T.M. 2 of 2 1 - IL � I I , C,���`GT V � I } t i. 4 ! 1 � • I :� r . k _i 6/41 S-7 i t s I 1 t + 1 I } 7 } I t 1 , } # tI 1 r t i � f t � } m t i 4 3 t t . :, _ ; , , � I 'ti•«w•;� 7 t Y.� - - ..... _ .. .''-- '� ---i.- `- i - - -' - } 1_.—,a _.t_y..�..y__...,_ _. _. J._._. -._.....;_. , , • ! e F , , ! ; i 3 i . 1 t ; II q • } I -t-- • I ! r t i � � ! � f t ? 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