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HomeMy WebLinkAbout0570 SCUDDER AVENUE - Health 570,,S&L ddef.Avenue Hyannis,, ry ` AFK= 197 .7-159 n � o ��,. �s 'Town of Barnstable P# G Department of Regulatory Services BARNSTABLE, Public Health Division Date y MASS. 1639• $ 200 Main Street,Hyannis MA 02601 �ArFD MFy A � 0 Date Scheduled AlQg ZoacY Time 16;00ptof Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By, LOCATION & GENERAL INFORMATION Location Address 570 $CueQdlar wt. Owner's Name V. Oe l f s"11'+H frl�""V3 As�t 49,a.Ix at f Al � C?6y� . Address KJahn&S fit, Assessor's.Map/Parcel: W aj. 2,471 6,10 1 54 _ Engineer's Name. .S�keh �Ki 15;0VI OC, . C hi, -, Mq NEW CONSTRUCTION REPAIR Telephone yZ — /3 eet/3 Land Use ��..e eag-16,41 Slopes(%) Surface Stones h enu_ Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,.exact locations of test holes&perc tests,locate wetlands in proximity to holes) ��1 /3���.1%�,TTTn a 9 9 x SCUDD`�R ! a.1 r®+p UT li AYI.J'}�Vi 1 ' f d `i j� eft i - \ i 1 \\ \ ` X__\ k 1 \ \ 3\ h 61 31 tea.. ---- � . :•,;. Parent material(geologic) 614el�el. OC�r s61 Depth to Bedrock Depth to Groundwater: Standing Water in Flole: Weeping from Pit Face Cstimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs,hole: in. Groundwater Adjustment ft• Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level— PERCOLATION TEST Date // /,q)6 Time /a:5/b Observation Hole# Tinie at 9" Depth of Pe Time at G ro , Start Pre-soak Time a /U:L/0 Time(9"-V) .' End Pre-soak /o:So u � .• \ ' RateMinAneh 1j2r✓�/n�nGa v Site Suitability Assessment: Site Passed,LOOO' _ Site Failed: Additional Testing Nceded(Y/N) Original: Public Health Division "Observation Hole Data To Be Completed on.Back----------- ***If percolation testis to be conducted within 100' of wetland,you must first notify the . Barnstable Conservation Division at least one (1) weelt prior to beginning. Q:FIEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistencv.% rave 6 �� �� sawoey 1.'04nn — y y Z G a sA�a Cr- 16 ct f2 5/6 DEEP OBSERVATION HOLE LOG Hole # Z Depth from Soil Norizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste cv.%Gravel 0 . rn�st- /a S?R 23'-I �y -- DEEP OBSERVATION HOLE LOG Hole# Depth.from Soil.Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co isistenc %Gravel) 1, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes (� Within 500yearboundary No Yes Within 100 year flood boundary No t� Yes 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? �e'-.) If not,what is the depth of.naturally occurring pervious material? Certification I certify that on (date)1 have passed the soil evaluator examination approved by the .. '1 Department of Envir runental Protection and that the above analysis was performed by me consistent with �O the required training,expertise and experience described in 310 CMR 15.017. a �• Signature Date / / 7 4S O Q:HEA.LTH/WP/PERCFORM 9R. lV' -�LL TOWN OF BARNSTABLE 1. LOCATION $_g(p re_,dd,, - ,4vt. (c o4la fc.) SEWAGE#. 4 (�J- 453Z) VILLAGECA/I PJ - ASSESSOR'S MAP&PARCEL d?74 INSTALLER'S NAME&PHONE NO. („iA, E. 5eRhe Seaneez_ S2:F 775-7 >k Y 'SEPTIC TANK CAPACITY �S?w LEACHING FACILITY:(type) Cv14ec - 3 (size) x 8 s '� NO.OF BEDROOMS 3 bPcl M olFjif., 141 OWNER f . ` PERMIT DATE: /a -o! COMPLIANCE DATE: 3-a>- 0y 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). ram`. feet FURNISHED BY A u ero ~^ �_ of 7i O. { A ZA , vvee t t � �� � •� st III t Town of Barnstable i 1 RARNSTA]IM Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. March 10, 2009 Mr. Stephen Wilson, P.E. , Baxter and Nye 78 North Street Hyannis, MA 02601 RE 586 Scudder Avenue,Hyannis ort A=287 -157 .. p Dear Mr. Wilson, You are granted permission, on behalf of your client Vincent Wolfington, to construct a soil absorption system designed to be connected to a two sk bedroom cottage proposed to be constructed at 586 Scudder Avenue, Hyannisport. The main house at this property currently contains nine bedrooms. The septic system shall be constructed in accordance with submitted plans dated December 11, 2008, signed by the engineer dated January 26,2009. Since y yours, WaVeM' ler, M.D ChBOF . HEALTH TOWN OF BARNSTABLE Q:\YvTFILES\sixbedroomsWilson2OO9.doc �pE ZFIE Tp�� DATE: L/ d P Town of Barnstable REC.BY - BAMSTAats, = A v� Mass. /U o2O �Eo 9.�• Board of Health SCHSD. DATE: / 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. Application to Construct or Expand to Six (6) or More Bedrooms LOCATION Property Address: ,S 6 6 Sc a aA-,-, Avc.,u c l-t y&hht s Assessor's Map and Parcel Number: Aft�l /S7 Size of Lot: qII Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: 0 f A r,w1, (4. U)o 41 rw l-twn Phone Zo2-23 7- 2 9a o Did the owner of the property authorize you to represent him or her? Yes _�_ No PROPERTY OWNER'S NAME CONTACT PERSON Name: Vi Hem A. ( e 1 we+w Name: Siao_ A 1,l IPA C3zx(cr-1�7ti N.UJ. Address: t,)as!„o�F T fl_e_ 2 e)n 146 Address: ?S �)e�{�, 5�i E-(Tc..n« 6ZbO I Phone: 2a 2_ 2 47— 2g o© Phone: So$-77/- 756Z4 13 Y -4 L«� 9�. 1i ; d � Checklist - Please submit copies in 4 separate completed sets. C.3 r c� Four(4)copies of this application 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) Q:\Application Forms\SixBedroomForm.doc ��z0oy_-/y8 - K WOLFINGTON COTTAGE MOVE SCUDDER AVE HYANNIS PORT,MA FLOOR PLAN-EXISTING STRUCTURE ————————————————————————————————-I ---------- - - - - I CLOSET CLOSET �.,�.�.,i,. LAUNDRY - I I ' ' BATH I 9'-5"x 5'-11" I I I BEDROOM 12'-2"x 9'-3" OUTDOOR I SAOWER + I = I I - ------------ -- --------- � I I I I I I STORAGE 9'-5"x 13'-9" r•e I I s I LIVING I 18'-3"x 10'-5" I ' L--------------------' ------- -J DECK I 25'-5"x T-7" I l LIVING AREA 608 sq n MARK GRENIER s WOLFINGTON, COTTAGE MOVE SCUDD.ER AVE F HYANNIS PORT;MA iLil 77. MARK GRENIER �Q r+ t '6• S � L�� No. �-- ` ��N.V kI ( '1- �E&ered in computer:-EAL -MASSACHUSETTS Yes PUBLIC HEALTH DIVISION TOWN OF`BARNSTABLE, MASSACHUSETTS Zpiprication for Mioogal *p%tens Con tration Permit ' Application for a Permit to Construct( Repair() )Upgrade'( )Abandon( ) Exomplete System El Individual Components Location Address or Lot No. Si 8 6 S G u ct ctgv= IQ c Owner's Name,Address and Tel.No. Hvav►r►ls Port' UIhCtN} A. LJol f; 1•w, �--Assessor's Map/Parcel 4 IWW 287 Pcr-c e-/ 4&CA14 fry+ G,C, Z00/4 Installer's Name,Address,_4nd Tel.No.-- Designer's Name,Address and Tel.No. SOFT- 77!-7 S(2 ;c o b .A,se, - J.s�.T/c S+r4kc.7 A Wigan, �?�• n ZaxA rr -wjc. 7B I F Type of Building: Dwelling No.of Bedroo s fh,r-r �Lot Size �I_ ` ,7Nsq.ft. Garbage Grinder( /� r Other Type of Building o 'No.of Persons/ Showers( ) Cafeteria( ) Other Fixtures Design Flow o'�b ca/y= *r" gallons per day. Calculated daily flow 33_0__gallons. Plan Date /2///Lob Number of sheets Revision Date /1 O a Title enwa-_ Sctohc. Serfs G.UcS+ Co G t+m Size of Septic Tank ISoo qq 11cnnS Type of&A.S. 4toe oiai /O'x zs- •Z/g� Description of Soil .- k, Sn'j L_0 9 s rn n l fi 'Nature of Repairs or Alterations(Answer when applicable) 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 Certifi- cate of Compliance has been issued by this Board of-Nealt4. i ne Date Application Approve b Date 1c� Application Disapproved for the following reasons 4' Permit No. Date Issued r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( V)-*Repaired( )Upgraded,( ) Abandoned( )by at S Gvi1Of✓L iA-J has been constructed'in ac ord_Sannce with the provisions it e 5 and the for isposal System Construction Pernut,No. �� date � \ . Installer �� hS e'''\. Designer v . The issuance of this permitt shall not be construed as a guarantee that the system v lllfunction I die tgnreed.- Date 3! �11 ) 1 Inspector 1•--��/' _� -�` tG.,�. , I V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpo$at 6 ztem Contiruction Permit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at (o-t-rA and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to T comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be co ' leted within three years of the datCy s perm ti J �Dater . -Approved f Town of Barnstable Regulatory Services QThomas F. Geiler,Director '* BAM9rABM:: -MASS. g Public Health Division i6;q.. 10 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 3 z5 bS Sewage Permit# 2009--0 3 o Assessor's Map\Parcel rn z." P.-1157 Designer: A L0.1soap, Pe Installer: WWI. R0610 sem Address: f3-sxkM WHc Address: gor 169� On 2//Z o W R.*61..s G.. was issued a permit to install a (date) (installer) septic system at 5 U. Sc%.,A ems.- A\r, N s based on a design drawn by _. _ (address dated Zll (designer) _ I certify that the septic system referenced above was installed substantially according to, the design, which may include minor approved changes such as lateral relocation,of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes,(i.e, _ greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. r IV\Of STEPHEN < ALLYN (Ins ller's S ture) WrLSOv G No.302'16 (Designer's Signature) (Affix Designers tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. 1 CERTIFICATE .OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc TOWN OR BARNSTABLE LOCATION 577,6 Sc,c1d cr' A,-t. ('e o H oc SEWAGE#. ;k)O 9 VILLAGE /�i/AAA jA,r1-- ASSESSOR'S MAP&PARCEL . d?7- INSTALLER'S NAME&PHONE NO. �.i�, t✓ ��i�r 2Jen �9h c SPN+C.G 57�- 7�5 �>7E SEPTIC TANK CAPACITY �S�}w LEACHING FACILITY:(type) Cv/-h'c - 3 (size) NO:OF BEDROOMS 3 .brcl�ca>M Glrs�j OWNER PERMIT DATE: /v P 9 COMPLIANCE DATE: 3—ds. 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 1,6 C3 ing Facility(if any wetlands exist, within 300 feet of leaching facility). feet ;. FURNISHED BY V �t?N A-); A:a `ly 13-3: 3i I ' AZI No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pprication for 33ioaal *potent Con!truction Permit Application for a Permit to Construct( , j Repair( )Upgrade(x)Abandon( ) l Complete System ❑Individual Components Location Address or Lot No. 9*&& '5cvcQdeb/�- Tu itum Owner's Name,Address and and Tel.No. l'frVkn1-N pelf- V, P1. la jf,!-J 7 Assessor's Map/Parcel yy ys -12 J1tp'S`; �� 44>z- r4c.& ZS7i Pc-I IS 7 t / r G. Zes616 Installer's Name,Address,and Tel.No. Designer's Came,Address and Tel.No. SV5-771-7507; e, F /3 5,Fcncc A 1,X{stir+ , 1?6. 13�Fcr UyL Type of Building:' Dwelling No.of Bedrooms r1 i tic, Lot Size L 4 sq.ft. Garbage Grinder(y-; Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow /!v a4JAWe," �P 5 9rim4e gallons per day. Calculated daily flow /'less gallons. Plan Date ! Number of sheets 0 Z e- Revision Date 5—Z2—2QV-7 Title ptfo 5G 5 " Size of Septic Tank Description of Soil< It _ S6.e( to s c., to x Z' k4, Nature of Repairs or Alterations(Answer w nap 'cab ) OIL. "k Date last inspected: Agreement: The undersigned agrees to ensure th co struction and maintenance he described on-site sewage disposal yst " in accordance with,the provisions of Title o the Environmental Code an of to place the system in operation until a Certifi- cate of Compliance has been issued by this oard of Health. Signe Date Application Approved by Date Appli,cation Disapproved for the following reaso s - j. N Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at ha constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No �" dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector -----_� µ- No. `------------------------.—._.--Feel1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Biq;pool 6pgtent Congtruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at _ 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 this permit. Date: Approved by a� No. �00 � Ear-wt� Fee rt THE COMIWO�WEAL-T 0) ;MASSACHUSETTS Entered in computer: VYes PUBLIC HEALTH DIVISION -TOWN OF`BARNSTABLE., MASSACHUSETTS 01pprication for ;Big ooaL*r,5tem Con.5truction Permit Application for a Permit to Construct( , )Repair( )Upgrade(x )Abandon( ) d'®Complete System ❑Individual Components Location Address or Lot No. SSG ScvcPr V� C&j,_ �►rmw Owner's Name,Address and Tel.No. '-{'lG 3 viw o,i- n. "�f ,�"17 Assessor's Map/Parcel vs yg yZ�.o fir, Sd�fe Lr�Z i mr,& ZS7' ► LI 157 zaa/6 Installer's Name,Address,and Tel.No. Designer's.14ae,Address and Tel.No. "0-771-7507; cxf /3 5+=phc,, A t.Jt 1 sc,n b S o Z o Type of Building: Dwelling No.of Bedrooms n i nn Lot Size 5!a4ewff sq.ft. Garbage Grinder(�w* Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow /D r,1 gallons per day. Calculated daily flow N8 gallons. g � Q�g P Y Y Plan Date r-�_'z�� Number of sheets are- Revision Date 5-22-ZQQ-7 Title p� 5��h�� �; k&-% a hc.,,e.d. PI&A., Size of Septic Tank 2 esn.- I c,44, I17Akn Typ of . S. � 5 64#n -+Wo o.!• Mf. `Description of Soil a soy 1 (o s �„ a J x 2 Nature of Repairs or Alterations(Answer w en ap picable) IL)Date last inspected: 6e Agreement: The undersigned agrees to ensure\e co struction and maintenance the fore described on-site sewage disposal stem g �' t + lg, P Y in accordance with.the provisions of Title�o the Environmental Code an, not to place the system in operation until a Certifi- cate of Compliance has been issued by this oard of Health. Signed'\ A AM r /7 Date Application Approved by Date Application Disapproved for the following reaso s Permit No. r Date Issued v I- jr ------- -- ------- ————-- - ------- THE COMMONWEALTH OF MASSACHUSETTS r BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by _ b at ha constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No / dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector I —————— -- -- -- No. —— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS 30i5poof *p.5tem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at _ 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 this permit. Date: i_ Approved by : .� Town of Barnstable MASS. ,0� Board of Health ATfp�,tA 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,DMD Junichi Sawayanagi June 19, 2007 Mr. Stephen Wilson, P.E. Baxter Nye Engineering 78 North Street Hyannis, MA 02601 RE: 586 Scudder Avenue, Hyannisport A=287-157 Dear Mr. Wilson, You are granted permission, on behalf of your client, Vincent Woilfington, to upgrade and construct an onsite sewage disposal system designed to be connected to a nine- bedroom dwelling at 586 Scudder Avenue, Hyannisport, Massachusetts. The septic system shall be constructed in accordance with the revised plans dated May 22, 2007. Sincerely yours, ayn iller, M.D. ChainiaAn BOARD OF HEALTH TOWN OF BARNSTABLE Q:\WPFILES\WilsonStephenWofingtonNineBedrooms2OO7.doc KE jT "° Town of Barnstable Y F IIARNSCABLE, � MASS.i639• Board of Health �� ejEb A1A�A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,DMD Junichi Sawayanagi June 19, 2007 Mr. Stephen Wilson, P.E. Baxter Nye Engineering 78 North Street Hyannis, MA 02601 i RE: 586 Scudder Avenue, Hyannisport A=287-157 Dear Mr. Wilson, You are granted permission, on behalf of your client, Vincent Woilfington,to upgrade and construct an onsite sewage disposal system designed to be connected to a nine- bedroom dwelling at 586 Scudder Avenue, Hyannisport, Massachusetts. The septic system shall be constructed in accordance with the revised plans dated May 22, 2007. Sincerely yours, Wayn iller, M.D. Chai n BOARD OF HEALTH TOWN OF BARNSTABLE Q:\WPFILES\WilsonStephenWofingtonNineBedrooms2OO7.doc w Town of Barnstable AARNS'7'ABL,E. ' 1639. Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,DMD Junichi Sawayanagi June 19, 2007 Mr. Stephen Wilson, P.E. Baxter,Nye, and Holmgren, Inc -812-r;�r.. Oster 4Uc;-:1A RE: 586 Scudder Avenue, Hyannisport A=287-157 Dear Mr. Wilson, You are granted permission, on behalf of your client, Vincent Woilfington, to upgrade and construct an onsite sewage disposal system designed to be connected to a nine- bedroom dwelling at 586 Scudder Avenue, Hyannisport, Massachusetts. The septic system shall be constructed in accordance with the revised plans dated May 22, 2007. Since y yours VayiylMiller, M.D. Chairifian BOARD OF HEALTH TOWN OF BARNSTABLE Q:\WPFILES\W ilsonStephen WofingtonNineBedrooms2007.doc 1ME DATE: InP �w anan,srABLE Town of Barnstable REC.BJDATE: j �. fo;���0� Board of Health SAD 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,KS. FAX: 508-790-6304 Sumner Kaufman,M.S.P.A. Wayne A.Miller,M.D. Application to Construct or Expand to Six (6) or More Bedrooms LOCATION Property Address: 58A Sc u cUz.- AVK rn uc : Wf 2 h O t s Q V- 'Assessor's Map and Parcel Number: rn Zg7/k.1 15 7 Size of Lot: 9 S NYC S F- Wetlands Within 300 Ft. Yes Business Name: No X Subdivision Name: APPLICANT'S NAME: V l to a t+ A. lj o I�,!M 6,, Phone 2oZ - 23 7-2 S OC7 . - Did the owner of the property authorize you to represent him or her? ..Yes -No PROPERTY OWNER'S NAME CONTACT PERSON Name:. vlcchF- A. moo( �,nc Name: StL-,, c.� A WAsrM PE. (3axl2r ?'Ltd.c Address: ysys 41?_j5-1- l. sh,nwhwt Q.G Address: -2-o ►Jo r a+, 5 t. H�6 NNI G Phone: Z o 2 - 2 37 - 2 7c>o . Phone: Soe-- 7-7 I-7 5o2`. euf 1;� Checklist Please submit copies in 4 separate completed sets. Four(4)copies of this application 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) Q:\Application Forms\SixBedroomForm.doc 1111 Town of Barnstable P# Olt) YS S� 0F1NE Tp� Department of Regulatory Services BARNSTABLE, Public Health Division Date /�I d y MASS. cb i63q, �� 200 Main Street,Hyannis MA 02601 Alf0 MAC A Date Scheduled �0u. /e Time 10,1W A±? Fee Pd. / 0 U Soil Suitability Assessment for Sewage Disposal Performed B S /� 5 r • Witnessed Bv: L/ LOCATION & GENERAL.INFORMATION Location AddressI. Owner's Name cwca4� V. f,... µ,�sv�tius Pe iP.o. a, 2l, } Address 1-t—„,s parr-, rn/E 02e117 Assessor's Map/Parcel: M,Z97, PO 157 _ En ineer's Name S3-yhw A• W i Leon, Pa. �pk.�-i A�4 Lltilw��rer► NEW CONSTRUCTION REPAIR Telephone# See 13 . /.3 Land Use s«-e b 4Y Slopes(%) Surface Stones /1 a yw Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line it Other tt SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) IH•' +� h I ii �J - •. �mn�/ -r v i� �� .�;( •+��,p � Iaaf,>r•� / /// ++r1 - �' � .I //gyp � ,z! � / / �� // n u^ / ,�,; %• / i o I.y \ ri., a,e l dery r awrr no Parent material(geologic) C;I a r-.k Ouh x-sue Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater / DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: ill. Depth to weeping from side.of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level— PERCOLATION TEST Date Time Observation Hole# Time at,9"_ it Depth of Perc ��tir Time at 6" (30 Start Pre-soak Time a IZI!D Time(9"-6") % End Pre-soak ,!/� 4ta 8 Rate Min./Inch Site Suitability Assessment: Site Passed_bo� Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division 'Obsel'vatioii Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q:I-IEALTH/WP/PERCFORM J'—!O Sss DEEP OBSERVATION HOLE LOG Hole# / Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%%Gravel) 10 V t2 313 5'i1f Z'' C DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistei cv,%Gravel A P Soucy .L.o4 l O y R 3/3 gel29n 21`=�4 C 1-t e0cZrI /o y 2 6/ GLu l24`� C'Z G'wutil �v/ �,S Y12 -1/5 DEEP OBSERVATION HOLE LOG Hole#. Depth from Soil.Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No 1/ Yes Within 100 year flood boundary No vo� Yes Death 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? —A If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator.examination approved by the Department of I✓.nviromnental Protection and that the above analysis-was performed by me consistent with the required training expertise and experience described in 310 CMR 15.017. nQ Signature Date V Q:HEA.LT1-1/W P/.PERCFO.RM ,alc]a i0K-fK lfK) oo1R-iK lfxa) 'VW '.Lt10JSINNV'J.M 03��3H� xmmwH AO 1N74N09 OHI fafco Vn.IwWILLf101Ix7A.l7Llu wnr Irl . .ona.«+o�awr usaw I ' V /IM111)Y3e 11ILL111`I ss3wx] NDIS30,K,MIM(10.,i M1N30153a 7N10NI90 '3Ad waaQfwos 966 won w1w m N�OV.on.mmafww 90/ZZ/Z{ 1 7NL ONN YL00 1111U AAONl111 1OiV Y1°f°Maruiei 1�aff0'� VM3%Lv�y r71Nv ao y�wA 3�N3C115321. NOl�NId'1OM . JCS oao n)0,rwdw&saw HP NMY!!0 ANY NI 31 �00mr." $SI IVIDOSSY �a w )3LY0 OH 133H5 0]on0omd3d 30 oL LON.. NO11`o' O 32! Q3SOdO?1d . m.+ew� ,, u sw1w UC7W'LND 11AAJ. �LJ[$LL.Q "ma'mm4um i aw f IYJ630n Itl�)100 ul s]Ma7s -f �1 wwo w+.ae fo lau>M]Is- 0{ 9 Y Z 0 L ]rAx AY7Y1N 70KNLwN SQISlLW4O�' Ntf 1 d CSOO 1 19 C 1 4 a ur TI tw.Yr11 Sy01SN3H 31Y0 1HOIMAdO� ��m wrin f liPA fam ab7M 1 wan of na .0-,1-.0 [ UIYAB it J g . out lee 15 YO 6W . ��pQpQpQCCC� J71f.L . .. Kam $ ` [ qq snoar 11711Y)09 M YW a a N M 1!I 00 - S a "J 3 ILI a a to .. LEI 11. �SY' e • «� 0 1 i0 Iv 1 $ if �m I i 1 @ 0 21 r 11I1 s�� I ) I I b Q o . . F. aN W MFG" mN-n/marl e1%r-nr<eerl� 'VW '.LWOd81NNVJ.M 03M03N0 ]otluww A i woo ICem M.uierwnev�w►.uaru wMl�rl. ::' '9/�V ?laWOS.990 �Y�o.rw a"aw 90/aa/at HMSI"nut rN nu a1YU1i301234 3HlJN= �wenurao aa�IV IWL ON Y100 LW I41 - 37N3Q15321 NO.lONi '10M �o� _ wl�.�" "°' ,�.� W� :31V0 011133FIS w WYMO ARV a d3"No m0�rw r7�L 1 lu .7►7 w" 0 w. Y ounoorat]�a ,aw ,,rrJ�( Q/� NOI.LV O 3N .a390clOci: Ir "S >y SNv+.O47wk,'Lw',%,Nd00 :IY�IS�II lout.4us 91 n" ^°o w Swnt]a N`d'1 d 2l00'1 .4 N073 S. ,;° "�',e"'. „?71,r NOIS30 ► ]�.% e.nnw,]otlurow MINION SNOISN3tl 31V0 1H9Itud0J S.. wn vrrrr�ow a «. am ueww�w>ao`r .v ,0-,I':B 1 �11p8 awn r7000 ewaw+1I�01 rM1 L.l V. yEFg J O • 1 t_ t 11 • 1 1 ltl ;I • 1 i fit S• e 1 • QQ Wit $. � ��9 .:a •.:n� '.law r Id . . . . . ....... Y _ ee � 1t c~cQ 886 - -- ------ ------------ -------------�; ---------- fl . ' 1 ' 23.7 CONSTRUCTION NOTES: 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. X 24 / IL 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE 4,9 6,0 338 34-7 34,8 CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEEk. 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD OF HEALTH AGENT FOR INSPECTION. 'Ro W$01 32,8 EL No TEM PIPING TO BE 4" SCHED 40 4. ALL SANITARY DISPOSAL SYS /* 33235,2 PVC. UNLESS OTHERWISE NOTED HEREIN. k"'""" Q /47.: �g CV 1 2-5 5 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE -C 33 .2 f P# HORIZON FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE 33.5 CB DH X X 25.7 A 2610 5,3 19-51 LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 22 7.6 LOT 3 x 25.9 X FND 36.6 15.255 TO THE TOP ELEVATION OF THE SAS. LOCUS MAP Scale; I 2OW PLAN BOOK 388 PAGE 47 LS 35,5 t ( 31 26,2 iA 1 3 7.2 N/P VINCENT A. WOLFINGTON _X1 33,9 _1d 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN 1.) LOCUS AREA IS COMPRISED OF: X /33�7 34,3 3/1L 3 3.5 4,9 x 35,3 LESS THAN 3' OF COVER. BARNSTABLE ASSESSOR'S MAP 287 1 x 25,7 X 261,4 25�9 PARCEL 157 LOT 2A 0 PLAN BOOK 388 PAGE 47 x 26.2 PUMP EXISTING CESSPOOLS 7. THE INTERNAL PLUMBING OF THE HOUSE WILL HAVE TO BE / OWNER: VINCENT A. WOLnNGTON AND FILL WITH SAND MODIFIED TO CONSTRUCT THE PROPOSED SEPTIC SYSTEM. 4545 42nd STREET; SUITE 202 x 26,1 AS ONE 341 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT WASHINGTON, DC 20016 X 35A OVMFLOW 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL DEED BOOK 3,510 PAGE 267 CS DH 26.1 X : \\\ /y �/ ! e ;i f, gC y r -59 EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF 2.) ZONING INFORMATION FND X6" ....... CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT 2i 9.3 X 261 X 3 LOCATION, BOTH HORIZONTALLY AND VERT'ICALLY, OF ALL ZONING DISTRICT- RF-1 X X X X 2 7,5 L'.7 26.4 27,6 EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE OVERLAY DISTRICT. AP AQUIFER PROTECTION BLOCK /r, 3 1.0 348 34.8 38,4 0 3916 USED �x x LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN leoa.7 a O'� A 3 3M MINIMUM CURRENT ZONING REQUIREMENTS 27.0 27. 1/15 AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE 29.4 SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED MINIMUM AREA: 43,560 S.F. 301 SHOWN / X N-,4 X 2 8.3 2811 X 35, 40�7 BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR MINIMUM FRONTAGE: 20' ie X 2 7.� X 26.6 S E DprVE 2 'S 35.6 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 281 X MINIMUM WIDTH: 125' 28,4 F�_5 6.7 28 _-.xr t FRONT YARD = 30' X 29,3 13 6 WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE SIDE & REAR YARD 15' 1/ 1 TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION LS 2�-6 /LAW 29 3.) COMMUNITY PANEL NUMBER 250001 0008 D X 2�3 X SO.3 DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL 27.1 28,9'19 28,7 22-a - 5 2 8.4 NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA 28.9 41,8 X 2 8A WOODED UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS 311 AS ZONE C. AN AREA OF MINIMAL FLOODING. 28.8 �3 63 1 U At. / / 42 0 X 26.5 X 4\ X 27.6 < LS 3 7.2J Z' I-- -,- OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE 41) 31.8 35.6 40XI M: SPIKE SET IN U-POL.14 IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS LA /31.4 EL 44.1.4! DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL %A / " 4P.7-x (NGVD) I X 26,0 /29.3 TUg 31.3 --r 33133'9 43 UNDERGROUND UTILITIES AS REQUIRED. 37,4 0 2 - W006ED 4218 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE X 26,8 Q7.0 -lop 32.3 32.4 SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE 2 5,8 X ' 7, wow- *000, UP# 29�4 32.4 X �3�.4 19-52 8 APPROPRIATE UTILITY COMPANY. x 2153 ,STEPS �323 '(S 3 i"-""�x 26,0 TBM: DRII I HOI F IN CONC. PATH 0 27,5 x 2 7.4 313 LAWN 10. PROJECT BENCHMARK: DATUM NGVD 1929 EL - 26.52' (NGVD) 30,2,;, - 3L8 4 42 _tz 3 RM 14 - FIRM MAP 250001 0008 D LS 33,9 4 4,5 HYDRANT BONNET BOLT 0 ENTRANCE OF X 262 8.8 _3 4.2 34.0 35.0 HYANNISPORT CLUB AND IRVING AVE. EL. 66.66' 2 7.4 PLAN BOOk 615 PAGE,,39,39 37A TBM: = SPIKE SET IN UTILITY POLE # 19-52 'S W 34.0 95.448* S(�-FT. , / (2 2&4 V / 1-1 z 27�3 2-19*1ACRES 43,0 EL. = 44.14' (NGVD) X 27.2 X SV 7/ 1. 443 34� 1 0264 35.4 4,5� 34.7 z X -10�3 T6.1 11. A TITLE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE x 28,7 // z f. S BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. LS A 33.3 12. THE PROPERTY LINE INFORMATION SHOWN IS CIV 35.8 46,0' 38L/�' 4 2,1 BASED ON CURRENT AVAILABLE RECORD INFORMATION IRRIG#Y71ON WELL CONSISTING OF PLANS AND DEEDS. THE EXISTING LAWN X 28,5 33.3 37,6 6,1 FEATURES SHOWN HEREON WERE OBTAINED FROM AN 4 5�5 46,5 ON THE GROUND, FIELD SURVEY ,PERFORMED BY X 268 /i y 363 X\36,3 _X_ BAXTER, NYE & HOLIVIGREN, INC. 01-03-05, THRU LAWN X 312 00_� 36,91 38,6/ �4 6.tj 18 2 P 00 - 37 X 43�5 01-11-05. X 29,3 9 452 // ' 1 3 3.7 X 37,9 37.1 37�/ 40,8 41 PLAN REFERENCES: 27,8 X x 28,7 LS 424 "�473 3' $,OtAE 4 6,8 X 2 8.3 37.6 3/3 6 PLAN BOOK 388 PAGE 47 30,4 33,11 PLAN BOOK 289 PAGE 97 CB DH X 32�5 X 37�6 37.9 38,0 40.4 42,11 FND PLAN BOOK 64 PAGE 11 10. X 1'+� 47. PLAN BOOK 325 PAGE 81 J,2 P -4 28 2-- X 117, o- .3 X 4 4.3 qr�., 37,6 3;�9 Illillllli� 46,1 N/F HYAkNISPORT CWB x 333 CE 7 X X 37�8 BRUSH 4�t I q 36,7 482 4' X 2 7,5) �I "/" 11� (A j 1.�A' / V-4 3, X 2 6,7 1� I(- "I t3 X X 3 3.4 / // / 'r w/' / ! ll'+f, // 1/ / , p� f 21). // / BRV§H 39.7 46,0 x27.6 % X 21 8,4 x 2 7,8 . . I \1/ / Xf 32.9 X/J 3.9 X 38,6 3&6 479-75 -51) X 4 3.5 TEST )2 Vj 586 Scudder Avenue I X/13.9 ; 372 TEST PIT #2 X 'OUSH X 39�4 Hyannis Port, Massachusetts -1-1 // LQL2. 282 30.`/ PLAN BOOK 325PAGE 81 PREPARED FOR X 38A 9,;L - I -P X 3 8,9 N/F THE ANDREW B. CRAIG III REVOCABLE TRUST c.9,4 00� // N // 11) X 3_/9 Vincent A. Wolfington �Affl 302 41 12' "Z 30A X IRAL X :3s.8 FINISHED GRADE TITLE T 28.51 x 3 16 36"MAX.-9"MIN. COMPACTED, FILL 2* LAYER DOUBLE WASHED . . . . . TOP OF CHAMBER Proposed Septic System Upgrade Plan STONE 1/8- TO 1/2- to3 3,IS OR GEOTE)MLE FABRIC to -PIPE INVERT C4 24 3/4- TO 1-1/2- " %_ BAXTER NYE ENGINEERING & SURVEYING DOUBLE ivDEP WASHED EFFEC TH TIVE DESIGN SCHEDULE ELEVATION STONE SOIL LOGS DATE: NOVEMBER 10,2004 y P#=P 10,885 EXISPNG FINISHED FLOOR 37.6 Registered Professional Engineers and Land Surveyors SEWER INVERT AT FOUNDATION 28.7 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 4* SOIL EVALUATOR: STEPHEN A. WILSON, P.E. SEWER INVERT INTO SEPTIC TANK 28.5 Phone - (508) 771-7502 Fax - (508) 771-7622 NOTTOSECTION B. 0. H. AGENT: DAVID STANTON, IRS SEWER INVERT OUT OF SEPTIC TANK 28.2 OF SCALE TEST PIT I TEST PIT 2 SEWER INVERT INTO DISTRIBUTION BOX 28.0 eNf2Wn0N M" 20 0 20 40 EMM PLASTIC LEACHING CHAMBER DETAIL G.S.E. 28.0'± G.S.E. 28.2'± OUT OF DISTRIBUTION BOX 27.8 FIMM n" CONSTRW nmm ww#" SEWER INVERT ELEV - 37.61' r Accm TYPICAL SYSTEM PROFILE -I'm 2&7* =NNNT=w� MAM*X.E OVER RKU NOT TO SCALE OOMPAM RL O*Ap ONAP SEWER INVERT INTO LEACHING CHAMBER 25.0 SCALE IN FEET18 TO TAMI WnW 6_T0 (w&)cow SANDY LOAM SANDY LOAM BOTTOM OF LEACHING CHAMBER 23.0 3r(ww4 Cww SCALE. 1" 20' FWSO MW OVER TAW m 31.0* 40 4P 13" 10 YR 313 Be 10 YR 313 WATER TABLE. NONE OBSERVED AT ELEV. 17.0 FINIM MW OWN Mft UMM I L mum,wsr= ti 08010M FA M 3 CULTIM DYPEI B B r AN_ LEACHM0010M SILTY LOAM SILTY LOAM Leaching Area Requirements 7 4 .1114 COMMM" 4' SCH. 40 PVC A 40 SCH. 40 PVC FIRST f (110 BE LEVEL) U 41. (TYPKAIL) 42* 10 YR 314 29" 10 YR 5/6 9 BEDROOMS AT 110 GPD/BEDROOM = 990 GPD - 3/4 -1.5 ' WASHED STONE ,- 471 C C FINE ADDITIONAL 50% FOR GARBAGE DISPOSAL 1485 GPD DATE: 05/09/07 CONSTRUCT ACMS p a*RE 40 SM. 40 PC 4' 12' COARSE SAND LOAMY SAND PERC RATE WJOOOLE 0%__ To -1/1 70 TAW TO AT LEAST I MIN. INCH (CLASS I WM 6-FVM -lee* MWORM e avism B0 WT 51WELLV-=3 4j 132- IOYR 516 66* 10 YR 614 LTAR = 0.74 GPD/S.F. Sww a" F0011W E Z. X 57M SOILS 70 R IN B KWM TO TW *C C MIN. LEACHING AREA OF S.A.S. W MIN mor 66' NO WATER OBSERVED 2 GRAVEL WITH I SAW 5/22/07 GARBAGE GRINDER How - sEE cmarmcnoN wx #5 HEREDN. 0 EL 17.0 SAND & COBBLE 1485 GPD/ 0.74 GPD/S.F.= 2007 S.F. MIN. ISP NO GROUNDWAlER OBSERVED ELEV, 17.0 DATE REMARKS PLAN OF LEACH CHAMBERS(2) 2.5 YR 5/3 JESIGNED BY. 2500 GALLON SEPTIC TANK-2 COMPARTMENT, DISTRIBUTION BOX ML ABSORPTION SYSMd 120 PROPOSED SYSTEM. SIDEWALL (12'+64) x 2 x 2' = 304 S.F. : MCL TD HECKED BY: SAW DRAWING NUMBER TO BE 96TWED ON A LEML STABLE`B TO BE 96MM ON A UVEL STABLE RGE LEACHM CNAAM ME" NO SCALE PERC 0 56- (EL - 23.3) BOTTOM 12 x 64' = 768 S.F. Nrs RATE- >2 WN/W NO WATEI? OBSERVED 1072 S.F. 0:\2004\04-148\SURYEY\wrksht\2004-148SP-586.dwg UNABLE M saw SEPTIC TANK SONG: 990 GPD x 200% = 1980 GAL 11-USE 2500 GALLON TANK MIN. - 2 COMPARTMENT TANK21I4 s.Fj 2004-148 -------- ------ ----- --. - _ _ __ a .. CONSTRUCTION NOTES: 23,7 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN r ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE ' f t DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF ' I THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. - 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING - -- BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE 00 x/24,9 ja26,0/ \ ~- }� 33.8 -- 34 34 8 AN WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. IM SRE 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLLING, • f�, �� ' 34.6 f 35 Z NOTIFY THE BOARD OF HEALTH AGENT FOR INSPECTION. �a s•� / / a 32'8 35.2 tn$ 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 33.2 PVC. UNLESS OTHERWISE NOTED HEREIN. 35,8 $ 25,5 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE C � r / '"-- g - HORIZON" FOR A HORIZ DISTANCE OF 5' SURROUNDING THE X //^'.� 1 r �.. ,,,.� t' /gyp - >"+ r 33,5 / I / CB DH 19 51 LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR �. x x 25J A 26,0 r i l r' j / r 5,� �/ 27.6 1 n, I IDT 3 x 25.9 x ?�5,6 �r �; rr / 1 32 / ; / FND 36,6 15.255 TO THE TOP ELEVATION OF THE SAS. ��cUs MAP Scale: 1 Z� / I PLAN BOOK 388 PAGE 47 LS 2�.. ,' rr r rf , / / 35.5 V�' - 3, 37,2 f 26.2 , , 1.8 x 33,9 _--`- 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN r / N/P VINCENT A. WOLFINGTON � ._ _____ � /33.7 ,�' � d�` ..-" 1.) LOCUS AREA IS COMPRISED OF: % �� x 25,7 '"-�/ 26.4 26.2 >'' �` / j '` `\� / 33.5 /' x34,3 4.9 x 35.3 y, �/ ' 37.1 , LESS THAN 3' OF COVER. BARNSTABLE ASSESSORS MAP 287 r , x 25,9 x 26.2 PARCEL 157 LOT 2A O PLAN BOOK 388 PAGE 47 '�' r ' 't 38 7. THE INTERNAL PLUMBING OF THE HOUSE WILL HAVE TO BE _ PULP E)gS11NG CESSPOOLS i / �/ , OWNER: VINCENT A. WOLFINGTON `� //x AND Flu, 1MTH SAND � u,5) 13 ��` / / 34.1 r, �► ,,� _$ MODIFIED TO CONSTRUCT THE PROPOSED SEPTIC SYSTEM. 4545 42nd STREET; SUITE 202 ti 261 , , t , / i r o3B o x �v� g 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT WASHINGTON, DC 20016 �\ f ----_�_� / OW , �/ 321 / 35.1 $ $ ' 39 r/ 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL DEED BOOK 3,510 PAGE 267 �� off 26,1x \� 26. }' ��� _-'-` ��� ` ' / VfT ' /o /�/ `/ �'�� ,'� s.0 EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF 2•) ZONING INFORMATION FND �� x ---_,`� �'� I / / i / / �•9 i ,-' 3 - CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT 26, m , + // , 35 ;-39.3 x LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL ZONING DISTRICT: RF-1 x x 26,4 26,1 r x r /o , / . �7, �, x i 27.6 ' l / 1 ,ate 9 / 39.8 EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE OVERLAY DISTRICT.• AP - AQUIFER PROTECTION x 27.5 �, aP ,,' SLACK ' I�� ( �' 31.0 3�8 ' 3X•s , 38.4/ 39.6 LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN NOT vs� x I x / 6,9 38,0 / - 40 AN APPROXIMATE WAY ONLY MAY NOT BE LIMITED TO THOSE MINIMUM CURRENT ZONING REQUIREMENTS �' `• ��,, w' '27.0 �,- ___----_ -� 27.9 7 Al" WµLS 0.8 ! x rt / 39.8 , 2 7 s�► , ,._=_ BLC 29.4 30,1 ' ,� SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED MINIMUM AREA: 43,560 S.F. ti x r ,4 - - - -.#+ , 1 35. _.._,w 0.6 x 28.3 28.1 t / ! \ 1 IM 4a7 BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR MINIMUM FRONTAGE: 20' r x 27, ' 1 x 26.6 � �� 1 E D�IGE o max .s ; �� ,� 3x.6 ' ` 37,8 " AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ' � 1 28.1 1 '---Kc 1 / / { / �'' 41 WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE MINIMUM WIDTH: 125 28.4 2 ,5 6.7 ' " - ti x t �, 28,a �- 4'29.0 29,3 / i / .i + , , / ,.-__ -�.- ' FRONT YARD = 30 SIDE & REAR YARD 15 ,' 1 ax-fie j '�` �3`6 ' / r / TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION LS 28.6 "LAWN 29 ; / 1 . ' + f „�1' , ' DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL 3.) COMMUNITY PANEL NUMBER 250001 0008 D x 27,3 j x �, - � 0.3 30 9 � ' ' /'�s.s i / NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT 27.1 28.7 2g 28.9,_29." + + r M i THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA W 28,4 x 28,1 2s.9 `� --_�� / r / r -� 41.8 - t �`_ - / 2s.8� 30 6 ��; 3k i r .� �36.3 ► / / WOODED 42 UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS AS ZONE C, AN AREA OF MINIMAL FLOODING. _____ / ,/ 30 31-2 x 33 / �•-" ) + ; / _ _- OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE >1A 26.5 x 26,� 31,8 /' ,' -�" ,1 l }37,2/ ,� �� IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS x 27,6 /. / x , ' ���. f ��� �� ��w �M 35.6 / // / / 40,� �, - M: SPIKE SET IN U-Paud Hp /31,4 i �.,��r / f ,� , 42.7x EL. - 14 NGVD DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL '' 2 x 26.0 \ \ /29.3 tie -'� w " 33.1 33'g / ,� •/ '' �/ / _ 43 _-- UNDERGROUND UTILITIES AS REQUIRED. 3� / 31.3 � ,,.-� , 'Al292 a7.4 np �� �;�''" / WOO!Ep /' � � a2,�-' Ir 43.4 9. THE PROPOSED UTIUTY CONNECTIONS SHOWN HEREON ARE F / ,�' y`L J 2 r ,/ / , ,' x 40.4/ / 42.8 0 --- v� x �6 2 7 0 � / 32.3 32.4 / / , / / , UP# SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE 25.8 x 7, WOOD 29,4 WD�CX •o 323 32.4 i / / x 33Y,,4 ,, �� / �. i , 19-52 43.8 APPROPRIATE UTILITY COMPANY. x 2 .3 x 27,4 // t! ' 31.3 3 L-"`- I /' LAWN �/ ,�� 44 - 10. PROJECT BENCHMARK: DATUM NGVD 1929 x 26.0 . TBM: DRILLHOLE IN CONC. PATH 4p ` 33.8 I • / ,' �-` /' r' ,% �, 1 44,2 RM 14 FIRM MAP 250001 0008 D EL 26.52' NGVD7.5 / 3fl.2„� 31,8 �� / / ,� i' ' N �� 33.9 I ,� I / / LOT-11� X� // . �, y�,� 44,5 HYDRANT BONNET BOLT 0 ENTRANCE OF - x 26,2 � / / 2 _34.2 34.0 ' 35.0 PLAN gpOk 615 PAS ' HYANNISPORT CLUB AND IRVING AVE. EL. - 66.66 N i J 27.4 `�/ �f0 - 10 NG 2'����,,�����]�NG gR� � 4 t3 /'�' 37,4 �� gsr, sQ.-FT.� // . ' ,/'' ,,�' �5 IBM: SPIKE SET IN U11UTY POLE # 19•-52 26,4 27,3 �� w`�\ �i' ryk/ /, ^� MAN• E ,gyp/D/ YI/ 3 .0 1 2 �,� ��' 43,0 /' 44.9 i/ EL. _ 44.14' (NGVD) 026.4 1, x x y ~ ,' 37 61 1 IJ / ,'/ ,/ 11. A TITLE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE s 35.4 4. , x 28,7 �M _ , 3 FF. s _�1 / / % BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. rf r, x 8.2 , ,f /' LS o / 33,3 12.' THE PROPERTY LINE INFORMATION SHOWN IS / r 35.8 I �, / r 46.0 _ 3s. /x 4�2.1 / , - 46 BASED ON CURRENT AVAILABLE' RECORD INFORMATION i 3 Y r r , t 41,0 x �r 7 2 r � , r _ CONSISTING OF PLANS AND DIEEDS. THE=EXISTING ��, �.,.�- � , � IRRIGA�ON WELL - LAWN x 28.5 x r . ! /, / 37.6 36,1 \\ // R / r 4 46.1 / / r 33.3 / �� - ,i / FEATURES SHOWN HEREON WERE OBTAINED FROM AN f 45.5 r 146.5 46.5 ON THE GROUND, FIELD, SURVEY PERFORMED BY x 6.8 36.9 36,3 ,i\ rf / / ' / -X-- BAXTER, NYE & HOLMGREN, INC. 01-03-05, THRU / / r (;rC 36.9 , �\ 38.6+ / 46. - - , ;y LAWN r' x 31,2 O �� 37 x i ' ' 435/� 26,2 m PAS -- "� 37,9/k f g $ 01 11 05 �� ! 33,7 1 45,2 q'I x 9.3 / I / _ PLAN REFERENCES: x x 28 7 t / / ' I x 37,9 37.1 ` 40, i r '7 VE 46.6 J 2:7,8 the x 28.3 r ' / �, ' ' t r,, � 3,7!9 /� ` �► �'$ �• •i / ' , DRY '�.. --" � �' ! � ��,4 �, 43.3 / �TpNE / -'�- 46,8 PLAN BOOK 388 PAGE 47 `_ 30.4 33,1 �, ,� 37,6 -x_ / _ .i CB DH PLAN BOOK 289 PAGE 97 ! w i _ - 42.1 �r x ^� 38.0 , 40.4 rPLAN BOOK 64 32.5 ,.� ,/ /x 37.6 37.9 / ` 1/ �r /l / � 45,0 /,/ 47.214 $ FND PLAN BOOK 325P PAGE 181 ' 1 i 28 -� } / r/ 2.0 x ' 33,c� 7.5 x ,� ,l9.2 � .�3/7, / +r !� y, /f � 48 i / 3 37!9 Y J .�✓ 43�3 46.1 N HYANNISPORT CLUB /r �� J28 �/ ,'' , " x 33.3 ,'�� ^�° 36. 37,6 / i �F � r/ ,. / , 36,E x �i -- BRUSH r / r - - 4�� E CE / �, _ 5 ,�� j 36.7 37,8�' / / ,/ ,i $TOCK� /' e^ 48. 48,2 4E x 27.5t / , �. / / �'� N ,r ,� , jjj 42 A Itr /r x 33,4 '/' / BRU§FI i// ,' 38.5 / 39.7 ,�/ i' �i' x 46,0 $ / ,' "� / x27.6 x28, ', ` x27$ ti %r 1 x32.9 / i' ' , r � x/33,9 / ' i/ ir' 38.6 / r ary / x 4 rr 1 rr �/ �,' �/ A".75 38.6 J �9 j/ a� , X 43.5 �a Scudder Avenue ' X~ \ TEST PIT ' ' �. O /, r ( x � � / �r � � 41.0 `� 28,9 r/ SH/' / /,�3.9 / r 37,2 / t. Hyannis Port Massachusetts r TEST PIT #2 t - _� `'Qs 27 9 ,r , , r + �� /' x 39.4 LOT 2 ! 30, / �f / 1 34,8 / x 36.8/ PLAN BOOK 325 PAGE 81 PREPARED FOR 2 ^�� x 38.9 N/F THE ANDREW S. CRAIG III REVOCABLE TRUST Vincent 2914 _ , M cent A. Wolfin ton LAWN `ti / 30,2 _/ / �' / h ^� x 3 9 12' a ' sa 29,5 ND N� �1 30.3 - '�� /' ,�' x 35.8 FINISHED GRADE TITLE 2 'x 33.6 " 36 MAX.-9 MiIN• /�j��co�IPAc,�D FlLL�j�j� Proposed Septic System Upgrade Plan 2 LAYER DOUBLE WASHED = TOP OF CHAMBER x 33,6 STONE 1/8" TO 1/2• OR GEOTE MLE FABRIC PIPE INVERT -' 3/4" TO 1-1/2- BAXTER NYE ENGINEERING & SURVEYING DOUBLESTONE WASHED N D EMCIIVE DESIGN SCHEDULE ELEVATION SOIL LOGS DATE: NOVEMBER 10,2004 Registered Professional Engineers and Land Surveyors P#=P 10,985 EXISTING FINISHED FLOOR 37.6 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 SEWER INVERT AT FOUNDATION 28.7 - - y - SOIL EVALUATOR: STEPHEN A. WILSON, P.E. SEWER INVERT INTO SEPTIC TANK 28.5 Phone (508) 771 7502 Fax (508) 771-7622 SECNOT TOION SCALE H. AGENT: DAVID STANTON, RS SEWER INVERT OUT OF SEPTIC TANK 28.2 � ���Of B. 0. TEST PIT 1 TEST PIT 2 SEWER INVERT INTO DISTRIBUTION BOX 28.0 20 0 20 40 TEP EXISIM 6 Rwa � PLASTIC LEACHING CHAMBER DETAIL G.S.E. = 28.0 t G.S.E. = 28.2 f SEWER INVERT OUT OF DISTRIBUTION BOX 27.8 °�``8°R C ,,,� TYPICAL SYSTEM PROFILE � °"� °� �+ - 2&7t On A O"A SEWER INVERT INTO LEACHING CHAMBER 25.0 No.30-2 E OVER INLET' Oftfw n Au P P SCALE IN FEET �, TO TANK„M AT L64ST NOT TO SCALE 9.(Mb) SANDY LOAM SANDY LOAM BOTTOM OF LEACHING CHAMBER 23.0 SCALE: 1" = 20� ` F wmilN a GRADE �'( oor.r 4' 4, " T. FNISMa�oE o�lt , 31D cB�oE a of oou�elF 13 10 YR 3/3 8 10 YR 3/3 WATER TABLE: NONE OBSERVED AT ELEV. 17.0 OR GMEME`" ' ~ `"LOV B SILTY LOAM B SILTY LOAM Leaching Area Requirements WMIK®R Nv �cNiNc 58' 9 4' SC". 40 Purr 4• SM. 40 PVC FIRST 2' (1D BE �) 1111x1,o 42" 10 YR 3/4 29" 10 YR 5/6 9 BEDROOMS AT 110 GPDIBEDROOM 990 GPD ;-'3/4"-1.5 WASHED STONE:` ,,. 4� C C DATE: 05 09 07 1 FINE ADDITIONAL 50% FOR GARBAGE DISPOSAL 1485 GPO / � / ;= c��om��syyym�uc/�r�AAappce�ssR RVTIE 4• scN. 4o w�c N a/4 rn -�/ oo16 ue�E +•* 4' 12' COARSE SAND LOAMY SAND PERC RATE _ MIN. / INCH (CLASS 1 ) ' } ` wT°mrNnwc6'1°AT�wsr .� n .:. r j 132" 10 YR 5/6 66" 10 YR 6/4 = RaNFaRCEn e•aQl +leD 4 LIAR 0.74 GPD/SF 00N sIDNE er►sE C MIN. LEACHING AREA OF S A.S. . Ftio1ING . - . t EMSI $IN M BE REMMAD 7D 7HE �C �..•,-,•+,; :.,.:_a...... r,,.,, ._: �' + HOR OW - SEE CONSIRMINM NOIRE !s 66 NO WATER OBSERVED 2 GRAVEL WITH 1 SAW 5/22/0 GARBAGE GRINDER19P HEREON. O EL 17.0 SAND & COBBLE 1485 GPD/ 0.74 GPD/SF.= 2007 S.F. MIN. N0. BY DATE REMARKS No caROONDSYSTE OBSERVED ELEV. 17.0 PLAN OF LEACH CHAMBERS(21 120" 2.5 YR 5/3 , = WN By, DESIGNEDBY' SAW CKED : SAW DRAWING NUMBER 2500 GALLON SEPTIC TANK-2 COMPARTMENT DISTRIBUTION BOX SI>fL ABSORPTION sYstElr�(� PROPOSED SYSTEM: SIDEWALL (12+64) x 2 x 2 - 304 S.F. lO BE#0XLm ON A LEM SrAIILE WISE TO BE MILLED ON A tEVU STARE BWSE � NO SCALE PERC 0 56• (EL 23.3) BOTTOM 12 x 64' = 768 S.F. RATE- '2 UW/W NO WTER OBSEM SEPTIC TANK siZlNc: s90 cPD x 200x = 1980 GAL 1072 &F. 0: 2004 04-148 SU wrksht 2004-148SP-586.dw UwM TO saw USE 2500 GALLON TANK MIN. - 2 COMPARTMENT TANK 2144 S.F. 2004-148 -- - -- ---- -- - ----- - - - --- _ _ _ ---- ---_ - --- _ -._-_.- ------ -- i r Q 23.7 _ -- , CONSTRUCTION NOTE •1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE • .• r DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. CL 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED 1N WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE X�4.9 /,�26.0 --- 34.8 NGED R APPROVAL BY ENGINEER. 33 8 "___ 34CHANGED WITHOUT WRITTEN PRIG AL E • • 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, •a SfTE z, / // `�\ / / 34.6 35 co NOTIFY THE BOARD OF HEALTH AGENT FOR INSPECTION. a lip 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 40 SCHED 40 PVC. UNLESS OTHERWISE NOTED HEREIN. 25.4 33,2 34,0 // 3 _ 6 /�' � `� CV 1 t 3s,8 -` 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C xh ti{ = 2s'X ,� �' '! 3'3 / / /� $ �p HORIZON" , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE ' x ' `' ' ` �` �/ 33.5 CB DH l `t95t LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR x 25.7 ,. 26A r , / / i / 5,3 FND 36.6 27,6 } cr 1 TAT 3A x 2s.9 x 2�5.6 3 ( / , / 15.255 TO THE TOP ELEVATION OF THE SAS. LOCUS MAP Scale: _ / ) Il PUN BOOK 388 PAGE 47 / / 35.5 / _,, -- 3`1 1 2000 / 26.2 Ls 2�,- ; ; , 1.8 x , ly 33.9 ,''� �►v� `" 37.2 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN / N/F VINCENT A. WOLFlNGTON _ , 33.7 x 34.3 �37.1 LESS THAN 3' OF COVER. 1.) LOCUS AREA IS COMPRISED OF: �J r r - 7 �` �� \ 33.5 �+' I x 25.7 y.- '` 26,4 26.2 �� / ( , 4.9 x 35.3 x 25,9 BARNSTABLE ASSESSOR'S MAP 287 / ' �\ "��_- x 26,2 \ i i \�,, y° J 38 7. THE INTERNAL PLUMBING OF THE HOUSE WILL HAVE TO BE PARCEL 157 LOT 2A O PLAN BOOK 388 PAGE 47 , - ,_` - PUMP posrn�IG / w , I / � _! MODIFIED TO CONSTRUCT THE PROPOSED SEPTIC SYSTEM. OWNER: VINCENT A. WOLFINGTON ,� //x 26.1 AND 'FILL WITH SAND SS E�ALLS� i I 1.3 \\` /o 34.1 / d� 'r - 4545 42nd STREET; SUITE 202 �� � / , �� � � o/ �3a.o x ,,' � ' �,' 8. CAUTION: THE CONTRACTOR SHAD- CONTACT DIG SAFE (AT WASHINGTON, DC 20016 __ r Ow 1/ 321 r 35.1 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL � / `� 39 EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF DEED BOOK 3,510 PAGE 267 /CB DH �`.\ 26.1 x � 26.9 ' , , /o / TOR SHAD_ DETERMINE THE EXACT 2• ZONING INFORMATION FND �� "'- ,'� I ( / / / v►�' 6 9 _ CONSTRUCTION. THE CONTRACTOR /,/ ; 35 70�' �' �-39.3 x - LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL ZONING DISTRICT. RF-1 x x 26,4 x 26.1 �.' • x tr' << /o / / / /' 39.8 EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE 7. SON- 27,6 I , / I 34,89 ' 38,4 ' 39,6 OVERLAY DISTRICT: AP - AQUIFER PROTECTION x 27.5 � q4 8L / � 31.0 3�•g x / t 3g,o / 40 LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN .\ Wq ,� NOT uSF� x 7 OCL I / 31h x ( �• / 6 9 j !/ 39,8 -I AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE MINIMUM CURRENT ZONING REQUIREMENTS `� 27•0 ------____ 27,9 i hoc• ^l►t ��' 018 �` , 1 , , �1 \ - �_ ..,,,,__ �. 29.4 , / , �3,9 / SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED MINIMUM AREA: 43,560 S.F. t''�� ti� x `� � - _ ._ � 30.1 I / / 35. l -w 40•6 40.7 BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR ,4 / x 28,3 28.1 / 1 \ M MINIMUM FRONTAGE: 20' 27.� x 26.6 �/ 1 E DR�GE .„.o -�'Ox .s35.6 '� 37 / / 4� AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 29.3 MINIMUM WIDTH: 125' 28.4 2�.5 ` / ,' 28.1 , ° / / ,/ ," / _ WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE x l 29.0 , / / , 3.6 , 1 ,i- tt ,' , " TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION FRONT YARD = 30 SIDE & REAR YARD 15 �s, �� 2a6 ` 'LAWN ``%E 29• / 1 I i1' / /' DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL n x 27,3 1 x - .►�." � �30.3 i / ' /' i vfi 3.) COMMUNITY PANEL NUMBER 250001 0008 D - \, ► 27,1 28,7 28,9 2 - c 30•9 �, , , M6•s / , NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA ' ' 29 ' r ' 41.8 +W \�28,4 1 _ - x 28.1 `8.9 30,6�` -� / / WOODED 42 '' UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS AS ZONE C, AN AREA OF MINIMAL FLOODING. 1r ��` / �,/ 2se- �o1_2_ - _�� 1� 3k' �/x 33 M yw ''�` 6'3 / / _ _ OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE 26.5 x 26,E < ' / / w / 37.2J t IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS h x 27,6 �/ �i' �,� 31,8 x /-�J �,/ ,..w "� 35.6 % �/ j / 40X �; M: SPIKE SET IN U-P \ ! No /31,4 / �r / , ,� 42.7x EL. - 44.14 NGVD DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL e 2 x 26.0 \ /'t ,/29.3 'NR 31.3 - -''�w33,1 �/ 33.9 / t / r,/ /, ,/ / _ 43 UNDERGROUND UTILITIES AS REQUIRED. ' 37.4 n --fi" ' ' 292 �ti a2.s 2 /' ,j ` /� WOO[" // 40,4/� �/' 42.8 0------ 4z.�P f 43,4 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE ' 32.4 / v f SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE 4 x 26,8 7,0 \ � / , / / / / / 2�.s x 7• WOOD .o 32.4 i x 3E�4 / 19-52 7 -� , rtiTEPS 29� pEC1C b 32,3 _ � / // i I � ' 43,8 APPROPRIATE UTILITY COMPANY. ,' 10. PROJECT BENCHMARK: DATUM NGVD 1929 x 25,.. x 27.4 / 1/ / 3 --� UwN i' - �? x 26,0 DRILLHOLE IN CONC. PATH �� 7.5 \ �/ I M 30,2 .ter 31.,3 ( �,/ �� �, - /, �,� ' ,/ �_ 44,2 - RM 14 - FIRM MAP 250001 0008 D 33.8 / r ,- r � EL � 26.52 NGVD / ''� 31.8 � / � �.- � ,f , 33.9 1 ,� / .�- ���- ,� / / �� 44,5 HYDRANT BONNET BOLT O ENTRANCE OF ' x 26.2 a /f 8.8 / Y� -"��34.2 34,0 ./ PLAN BOOk 815 PAG£,39 ' / � HYANNISPORT CLUB AND IRVING AVE. EL = 66.669� , TBM: = SPIKE' SET IN UTILITY POLE # 19-52 27. . ,/IV �, , _ xt / �pNG - p / 37.4 '"95,448t SQ 47. '�/ ' � . OWE/ WPC 34.0 �`3(35,0 PF15 EL = 44.1,V (NGVD) c6.4 27.3 ,' ryk i "� G�j /� 2.1 /( / , 43,0 / 44,9 rx 27.2 x /' ` /' ��� / / o• f .7 g�' 34'• �J �/� ,�� �f/ ,/ /' / g61 t �' 11. A TITLE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE ® 2E / , / s 'S 35.4 4. 34.7 x 40.3 , , , i x 2s,7 --- �' . F F E s -' i , BE.REQUIRED IT.,SHALL, BE PERFORMED BY OTHERS. / , ' x 8.2 , LS t � / � / / / / / / a 12. THE PROPERTY LINE INFORMATION SHOWN IS 33.3 / / / 46.0 N �� _ / ,' 35.$ 1 / 38, /x 42.1 / / , 46 BASED ON :CURRENT AVAILABLE RECORD INFORMATION r , / I- 3 Y 41.0 /, / x / (37.2 / _ CONSISTING OF PLANS AND DEEDS. THE EXISTING IRRIGA�ON WELL � t 7.6 r , / x 7 / r 33.3 3 36.1 / ' i / FEATURES 'SHOWN HEREON WERE `OBTAINED FROM AN r LAWN �' �} ( / / , ,'ti / 45.5 r 4&5 46.5 ON THE GROUND FIELD, SURVEY PERFORMED BY 36.9 36.3 ,'� ,' / / / / _ -X- BAXTER, NYE & HOLMG'REN, INC. 01-03-05, THRU 7 LAWN / t 31.2 / 36.9 �� 38.61 / �f 43.5 �/ �- 46.5 g 4� 01-1 1-05. r' 26.2 x 9.3 / : x /��' I 33.7 m PA�1 37 1`_ 37.9� \ j �,�° t; - ,0l. ..._ - I 4s,2 �/ r - PLAN REFERENCES: 27,8 x ^ x 28,7 / / 1 x 37.9 37.1 37 9/ 4( / ! �� ` _ ..••x 46,8 r- PLAN BOOK 388 PAGE 47 �, , r� ` '8 4�ti i/ 43.3 E D � 46.6 1 x 28.3 t 30.4 % 33,1' �; ,V 37.6 / -x_ �,t. ''" f ( / .., /"" r - CS DH PLAN BOOK 289 PAGE 97 x x �, s.o ,' 40,4 , 42,1 / / - 45.0 / FND PLAN BOOK 64 PAGE 11 / 32.5 ,.' / x 37,6 37.9 ,' ,� _ /,,, - ,.' 47.2 PLAN BOOK 325 PAGE 81 lr 28 �/ 32,0 x ' /2 7.5 X ,i �/9 2 .� /7.._ / tr �' ''t43�3/ 46.1 /Mr! � 48 / 7 �✓ �y7�8, �/ i' �� x 33,3 ,/ Ito .3 36• 37.6 �1�g / �� l / r- N/F HYAI NISPORT CLUB 378CE x 6•� x BRUSH ' / 41� 36.7 . / ! STOAD ^ 48• 48.2 4E x 27, t / � x 216,7 1 1 /Ji 11 �� \v',1 29, Ij ;�x 33,4 //'� / BR�§I'i1 //' �, 3$,5 / 39,7 ,'/ t i t Ve x46.0 2 x 27,6 i x 28.4 ` x 27.8 { xJ32.9 38.6 x 4 i' �� / �l33.9 J,' ,�' A.75' 38.6 •y9 // o'er , t/ x 43.5 } 586 Scudder Avenue 1 28,8 '"X�. TEST PIT �1 % i 'J 8p•46' , 29,1 /'f / r / i x 3 9 � � 41.0 wO1 ,/ �Y>27,9 ��!/ �� % / 37,2 ,�/ �' x 39.4 '� LOT 2 �: Hpnnls Port, Massachusetts TEST PIT #2 / -� / 28.2 ,/ /' / 30, / i �� x 38.8/ PUN BOOK 325 PAGE 81 PREPARED FOR 29,9 / t'J /.11 x 38,9 N/F THE ANDREW S. CRAIG III REVOCABLE TRUST ■ r` 02 Vincent A. Wolfington LAWN `b / 30,2 - - - _ :i' �/ 3 9 12 �' ` 30,3 ' � � x 263 '� 29,5 p RPJI. ___ �' ,� ,� / x a3,s FINISHED GRADE i TAN r / TIRE p - , , ' 2s,� ---- --- -"i 36"MAX.-9"M N. �� �� COMPACTED�LL�� �� �� ' F / / / / Proposed Septic system Upgrade Plan �" ,/ _ x 33,6 2» LAYER DOUBLE WASHED i TOP OF CHAMBER STONE 1/8' TO 1/2» ki x 33.6 OR GEOTE MLE FABRIC to PIPE INVERT 3/4» To 1-1/2 2C TIVE BAXTER NYE ENGINEERING & SURVEYING DOUBLE WASHED DEPTH DESIGN SCHEDULE ELEVATION STONE LN SOIL LOGS DATE: NOVEMBER 10,2004 Registered Professional Engineers and Land Surveyors P#=P 10,885 EXISTING FINISHED FLOOR 37.6 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 SEWER INVERT AT FOUNDATION 28.7 - - y - SOIL EVALUATOR: STEPHEN A. WILSON, P.E. SEWER INVERT INTO SEPTIC TANK 28.5 Phone (508) 771 7502 Fax (508) 771-7622 SECTION B. O. H. AGENT: DAVID STANTON. IRS SEWER INVERT OUT OF SEPTIC TANK 28.2 "Of NOT � NOT TO SCALE TEST PIT 1 TEST PIT 2 SEWER INVERT INTO DISTRIBUTION BOX 28.0 E»c 6 ,,,, PLASTIC LEACHING CHAMBER DETAIL G.S.E. = 28.0'f G.S.E. 28.2'f SEWER INVERT OUT OF DISTRIBUTION BOX 27.8 20 0 20 40 FINS v FL�oR m aim OVER' Lf/ld�la 1RENCN _ 2�7f » » ELEV . 37.61• CONsrRMT AocESs TYPICAL SYSTEM PROFILEo A o A SEWER INVERT INTO LEACHING CHAMBER 25.0 MAM40LE OVER INLET NOT TI) SCALE Cowwo M P SANDY LOAM F SANDY LOAM BOTTOM OF LEACHING CHAMBER 23.0 SCALE IN FEET � M TANK•TO AT LEAST Ir(mb)CoNr "�"" ° �N GRADE 3'('"°`I Corr 4' 4► 13' 10 YR 3/3 8' 10 YR 3/3 WATER TABLE: NONE OBSERVED AT ELEV. 17.0 SCALE: 1 = 20 $SQ L ,•' FNSHEp aRi1DE OVER TMK = 31.Ot FNS!#D s. 4• SCN. 4o we � 0�R a �FIRST 2' (io BE LEVEL) %=j B B f1t, �• _� OR 08MEW Q IllMCHM SILTY LaaM SILTY LOVIM Leaching Area Requirements CULTEC e-1Z .,•• 4 scFl. ,o PVC •..•3• awieER Nv � _ N•zso 42' 10 YR 3/4 29» 10 YR 5/6 9 BEDROOMS AT 110 GPDAEDROOM 990 GPD DATE: 05/09/07 ) � . ,. .. .. : ., . 71 »-1.5' WASHED STONE `: ; 4 C C ADDITIONAL 50X FOR GARBAGE DISPOSAL 1485 GPD 1 FINE - Aor 9�FFlE - SUA�P ,: 4' S�CN. 40 PVC ,' ti 4' 12' COARSE SAND PERC RATE - �_ MIN. / INCH (CLASS 1 ) "• CMISMOCT IE OVER N3ET 3/4 TO -�/ oouetE LOAMY SAND wTO 7AW'N AT .�� �� ... ..-� ..:; . ^ . .: � :.,� 4� 132' 10 YR 5/6 66» 10 YR 6/4 LIAR = 0.74 GPD/SF. . ... .: .. RONRORo� .. e'aR�r�En .. _ ..: :. . ooNat�TE.. SIONE C MIN. LEACHING AREA OF S.A.S. 1 SAW 5 22 0 GARBAGE GRINDER �oo1Nc . , t , ;�; DUSTINrc SOLO M eE Roram M TW OC 66 /� �p /����Q��'/� 2 GRAVEL WITH / •_i.i• •'L•>•.•Y a✓:, ,•. N.• tr,.../l•�= 51 IM�1 HONZO� - SE CSP � N�E NO WATER OBSE VED s AEON. O EL 17.0 SAND & COBBLE 1485 GPD/ 0.74 GPD/S.F.= 2007 S.F. MIN. NO. BY DATE REMARKS No OROUNOwAlER OBSERVED B". 17.0 PLAN OF LEACH CHAMBERS(2) 1200 2.5 YR 5/3 DRAWN DESIGNEDBY. SAW[CHECKED- : SAW DRAWW HUMMER 2500 GAIl TAW-2 SEPTIC TA -2 COMPARTMENT DISTRIBUTION Box SOIL ABSr�ION SYSTEM NO SCALE PROPOSED SYSTEM: SIDEWALL (12+64) x 2 x 2 = 304 SF. m BE Ill ON A LEVEL SI E 66E TD BE NSWAUFD ON A LEVEL SrME IMSE PERC 0 56' (EL. _ 23.3) BOTTOM 12 x 84' = 768 S.F. "rs RATE- >2 wVIN No WTER OBSERVED 1072 S.F. 0: 2 004 04-148 SU wrksht 2004-148SP-586.dw tx�aLE TO SOW USE TANK SIZING: 990 GPD x 200x = 1980 GAL USE 2500 GALLON TANK MIN. - 2 COMPARTMENT TANK 2144 S.F. 2004-148 CONSTRUCTION NOTES: -ji i I 6ki 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN :Coursi­ ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. SON 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING r!e BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. ff J 3,8 34t; 34�e. tJ M t 34.6 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, z NOTIFY THE BOARD OF HEALTH AGENT FOR INSPECTION. 71 329 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 `�/ r�, b.r�',;,, ._,.-~� • PVC. UNLESS OTHERWISE NOTED HEREIN. 332 34.0 -6 ro 35.8 H HYANNIS HA*R-0 R x x 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE *C 25�3 19 CV 2 .9 P# HORIZON" FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE 33.5 19-51 LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR \J CB DH 26.0 1 ')5.3 36.6 FND 15.255 TO THE TOP ELEVATION OF THE SAS. A 2 x ;�D-,6 LOT 3 x 25.9 C� 37 00, i ,I PLAN BOOK 3W PAGE 47 0 z 35,5 P62- LS I P_5,9 Xj 3 3,9 - 37,2 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LOCUS MAP Scale: 1 2OW N/F VINCENT A. WOLFINGTON 11-1 x /33.7 x --d i '34.3 371 LESS THAN 3' OF COVER. 1.) LOCUS AREA IS COMPRISED OF: x 25.7 33.5 4,9 x 35.3 21 BARNSTABLE ASSESSOR'S x 25,9 PARCEL 157 LOT 2A 0 PLAN BOOK 388 PAGE 47 MAW EXMMO CESSPOOLS HAVE TO BE MODIFIED TO CONSTRUCT THE PROPOSED SEPTIC MAP 287 x 26.2 7. THE INTERNAL PLUMBING OF THE RELOCATED COTTAGE WILL AND FILL W17H SAND 01,3 \. 34.1 SYSTEM. OWNER: VINCENT A. WOLFINGTON 261 4545 42nd STREET, SUITE 202 8. CAUTION* THE CONTRACTOR SHALL CONTACT DIG SAFE (AT x 3 5.1 WASHINGTON, DC 20016 'LO 321 26.1 Pit 1-888-DIG-SAFE) AND U71UTY COMPANIES TO LOCATE ALL DEED BOOK 3,510 PAGE 267 /Ce DH EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF ................. 7 ��( 4� 2.) ZONING INFORMATION FND 35 ""., x CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT x 3918 Q CA �26 A I LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL ZONING DISTRICT' RF-1 x 17- x OCK CE990m_ 2 7L6 //31,0 34.8 38.4/ .6 EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE C.. 00-T USED A x (x 38,0 39 OVERLAY DISTRICT- AP - AQUIFER PROTECTION SU /13 6.9 40 7 1 4- 39,8 LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN 27,0 27, X/ MINIMUM CURRENT ZONING REQUIREMENTSwq� % AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE 29,4 2 6 _44_� - - 30,1 35, _w 40.6 40,7 SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED x 28.3 6.1 10 MINIMUM AREA: 43,560 S.F. �7 )< N, 1, 9 1_1 OX 37,R BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR 7/ x 2 6.6 S ONE 8 x MINIMUM FRONTAGE: 200 1 261 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 2-�3,5 29.3 MINIMUM WIDTH: 125' cd. 26,7 28.6� x 13,6 WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE 29.,9 FRONT YARD = 30' SIDE & REAR YARD 15' LS 'LAWN 28 - 303 TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION 28.7 28,9 3.) COMMUNITY PANEL NUMBER 250001 0008 D x 2 4, 3 0,9.4 \00 DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL 1 418 7-9 r I I --- NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT 283 WOODED 28, THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA 30 6' 6, U 3 UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS X 3_32 __j AS ZONE C, AN AREA OF MINIMAL FLOODING. LS x 26,5 x pi�.4 SPIKE SET IN U- OF ELECTRIC. GAS, TELEPHONE & DATA/COMM AND RELOCATE x '�5.6 IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS 40 X RESERVE 4.4 42.7x EL 44.1,V (Ni- DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL_,-,o 3.9 /29.3 5 /I * I,_ - 43 x P6,0 / (9 31,3 33.1 // UNDERGROUND UTILITIES AS REQUIRED. 37,4 42.6 43,4 (L WOODED x 40.4 I t�' 32.3 9. THE PROPOSED U11UTY CONNECTIONS SHOWN HEREON ARE y 6,2 7,0 *00D 19-52 W600 t 32.4 x �3y..4 432 SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE STEPS (S 32,3 JL ACPRRPOR tT Bp - 3 A__ ark NLITY COMP N 27,4 -k*o� i /LAWN 4 4,2 1 P CHMARK: NtM NGVD 1929 to& RM 14 - FIRM MAP 250001 0008 D DRILLHOLE IN CONC. PATH 275 N 302A;� 0- Sit 33.8 26.52' 31.8 • / I LS 3 3.91 1 • -1 1, A` 44,5 HYDRANT BONNET BOLT 0 ENTRANCE OF EL NGVD BY iop-02.No Of I;kw LOT11 lyq ;Rk rox-1 ;M� 3; 12. 3w. �/Cl .0 --,34.2 34.0 35.0 Mi Book`388 PAG�,, z C� HYANNISPORT CLUB AND IRVING AVE. EL 66.66' W x /T/ /, 37.4 �, �` ' 9- --" .1 2- 0/ 600 3- .2 --44,594* SO.-n. TBM: = SPIKE SET IN UTILITY POLE # 19-52 DO"NG-WALK TO 204� "D 34.0 // // I L 43,0 1.02kACIRES EL 44.1,V (NGVD) /S C. F7 BE REMOVED, 44,9 0. x x 27 -57.15 4.9 1 11. A TITLE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE 0 35.4 x 40J BE, REQUIRED IT SHALL BE PERFORMED BY OTHERS. A x R.2 LS L6T 2 A PLjw-§6dR-3w, 4610 12. THE PROPERTY LINE INFORMATION SHOWN IS RM 66W Sw 47 3 5.8 N I - x 38 /X 42.1 4ro BASED ON CURRENT AVAILABLE RECORD INFORMATION ry 10 41.0 49,074:k SQ FT. 372 IRRIGATION WELL CONSISTING OF PLANS AND DEEDS. THE EXISTING x .37.6 1.13:k ACRES FEATURES 'SHOWN HEREON WERE OBTAINED FROM AN 461 LAWN 45,5 46Z ON THE GROUND FIELD SURVEY PERFORMED' BY .0VE 363 BAXTER. NYE & HOLM1GREN, INC. 01-03-05, iTHRU 46,25 g 36.9 39.61 4f SOCK x 31.2 37 01-11-05. x 379 Poo C2. LAWN X L,9,3 333 PLAN REFERENCES: x 3719 37.1 4 0'�g 0MVE/ 4 '.3 46,91-- LS 4 1 PLAN BOOK 388 PAGE 47 x x 2P­7 /baSTING WALX TO 76.6 - x 22,3 BE REM PLAN BOOK 289 PAGE 97 33 1 37,6 11 DH 30.4 .1 �? 42.1 1 x 4657 0 FND PLAN BOOK 64 PAGE I I 4 - 38.0 37,9 PLAN BOOK 325 PAGE 81 32.5 'K ''!Wool 37.6 .31 X­9 Alb 28 0 x 4 XJ 46J MORI 3 6, x 33,3 j 36,� WOCE. f N/F HYANNISPORT CLUB '4 Ao DECK /1, x z BRUSH Or!i!�SIOC�KpDE 482 4E 36.7 37.8 x %Ib 299 - , x v? 0 0 �.4 9.7 x A610 x 6 1270 x x/33.9 9 3`'10 X 38,6 .59 ko 1�1 x 4 3,5 ?8,8'k -TES PIT #1 WOO 1 586 Scudder Avenue x _,j /Is 283 37,2 Hyannis Port,, Massachusetts TEST PIT 02 -x 1x_/2 I D x 394 LQLI 2 C', PLAN BOOK 325 PAGE 81 PREPARED FOR 5 x 38,8 2-1,9 x 3 8.9 Vincent JL Wolifington A� x x 3 31112 12" LAWN FINISHED GRAM x pAID IR031 TITLE p 36"MAX.-g*MIN. FILL x 33,6 20 LAYER DOUBLE WASHED TOP OF CHAMBER Proposed sept ic SptemwGuest Cottage STONE 1/8- TO 1/2- x 3J�C, OR GEOTE)MLE FABRIC rn '0 7_-PIPE INVERT N/F THE ANDREW B. CRAIG III REVOCABLE TRUST OD 3/4- TO 1-1/2- 2e BAR NYE ENGINEERING & SURVEYING DOUBLE WASHED 3' EFFECTIVE DEPTH DESIGN SCHEDULE ELEVATION STONE SOIL LOGS DATE: NOVEMBER 10,2004 Registered Professional Engineers and Land Surveyors P#=P 10,885 SEWER INVERT AT FOUNDATION 2&2 TOP OF FOLINDATION 3zo 78 North Street--3rd Floor, Hyannis,Massachusetts0260 4' -4'-J SOIL EVALUATOR: STEPHEN A. WILSON, P.E. Phone-(508) 771-7502 Fax - (508) 771-7622 01' SEWER INVERT INTO SEPTIC TANK 25.9 SECTION B. 0. H. AGENT: DAVID STANTON, RS SEWER INVERT OUT OF SEPTIC TANK 25.6 PilOPosED MALL Off INSPECTM NOT TO SCALE PIT 2 PORT TO 6 BE" GRADE TEST PIT I TEST SEWER INVERT INTO DISTRIBUTION BOX 25.4 MP OF FOLWMMN ME own 04207110 0 20 40 1. 320 TYPICAL SYSTEM PROFILE PIM 2M PLASTIC LEACHING CHAMBER DETAIL G.S.E. 28.0'.+ G.S.E.GS 28.2"± SEWER INVERT our OF otmiBom Box 25.2 216 20 OVER ACICESS C OMWED FLL INLET NOT TO SCALE SEWER INVERT INTO LEACHING CHAMBER 25.0 TO TANK TO AT LEAST (min) Caw Ow A 00 A 8T 77 p p SCALE IN FEET WrHN 60 FRM GRADE 31r(tra�Cww SANDY LON SANDY LOW BOTTOM OF LEACHING SYSTEM 23.0 1 20"SCALE. 13" 10 8w FIN MW I&AR TAW • 20.0* F W W M&,, NUILEL 004=19 YR 313 10 YR 313 WATER TABLE: NONE OBSERVED AT El". 17.0 • .11 9W 20.ft M10010V W GEDIOM FAM W2 - M:IM OV= 3, B B oiiw H_ CNOW I r 0 1 40 SCH. 40 M t e SCH. 40 r771 E3 I_- SILTY LOM SILTY LOAM Leaching Area Requirements cc nRST 2' 00 BE UVW ljh� N - a r 42* 10 YR 314 29 10 YR 516 3 BEDROOMS AT 110 GPD/MWOOM M I - I F-V-1 I r DATE: 12/11/08 CC C C BAFFLE Stw 'PAL FINE SCH. 40 PVC K312 emma 61 COARSE SAND PERC RATE MIN. INCH (CLASS I MAUNME Tnw LOW SAND 0 DE LJW V AR51 IRW 6�%A I C Ir CRUM 132' 10 YR 516 66* 10 YR 6/4 LTAR 0.74 GPD/&F. 2 SAW 2/11/09 COTTAGE LOCATION SEEM SMU r Dal= SM 70 BE ROAMM TO 714E IC Ic FOOTM 5' MIN HORMOW - SEE CONSTRticnom HM #5 C2 GRAVEL, WITH MIN. LEACHING AREA OF SA.& I SAW /8/09 REVISE COTTAGE LOCATION UB WASHED v5p HEREON. Aide NO WATER OBSERVED VIC 0 EL 17.0 SAND & COBBLE 3W GPD/ 0.74 GPDAF.= 446 S.F. MIN. NO GROUNDWk7ER OBSERVED B". 17.0 NO. BY DATE REMARKS 21' win 1500 GALLON SEPTIC TAW DISIROnION BOX SOIL ABSORPTION SYM 2 120, 2.5 YR 513 DRAWN BY: MTM IDESIQNED BY DROW NUMBER 25 PROPOSED SYSTEM: SIDEWALL (12'+25) x 2 x 2' = 148 &F. SAW IC"ECKED BY. SAW 70 BE INSTALLED ON A LEVU STABLE RASE M BE INSIAM ON A LEVEL STABLE SUE LE4CMN(; (nIXAL) 0C PERC 0 W- (EL - 23.3) BOTTOM 12 x 25' - 300 &F. NIS PLAN VIED RUE- >2 1AW/1N NO WATER OBSERVED 0:\2004\04-148\SURVEY\wrksht\2004-148SP-586-3.dwg SEPTIC TANK SIZING. 330 GPD x 200 660 GAL 448 &F. C �_z C NOT TO SCALE LINABLE TO SOW C\1 IWZ-= GALLON TANK MIN, 2004-148 C C - r ~• �' CONSTRUCTION NOTES: ' / 0 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ? `•:: : ' � 'r -�,.N' f Ice �� /; ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE + DATED MARCH 31. 1995. AS AMENDED THROUGH THE DATE OF THIS PLAN, do ANY LOCAL RULES & REGULATIONS APPLICABLE. // a 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING •�.. ,r _ :': ,�i � � ' BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE J3.s _- 34L4 34 s CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. .' t.. •ff_ < wow' Deco ` �' 34.6 35 �1 , r S� 1•e " \ 4.. � 2...: / / r„ ,, 3. WHEN CONSTRUCTION IS COMPLETED, PRIM TO BACKFlLUNG, ;."fib •• n •` c. a. \ OCT, T � NOTIFY THE BOARD OF HEALTH AGENT FOR INSPECTION. 32,8 ' � ' ' y ✓/' J �� / 2 ; �`\ r' // �' ` - �'$ 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 35,2 33,2 $ r PVC. UNLESS OTHERWISE NOTED HEREIN. HI'ANNT$ I8©R " m . 4,0 `7 34.0 /'' 35.8 36 �, Hil( i .. •f ,1� # it� iy/ \_ f I X2J4 x ,/ i' ' " 1 I N ,,.�s 25.3 , , 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED TO THE C it - Y �� , �, �. �,2 / , HORIZON" , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE •- r Y *** * , - -- x 2s,7 ` 26.0 ,/ �, , / 33.5 / �� / 5.3 '" 19-51 LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR x27.6 ' ' LOT 3A 26.1 x 32.6 FND 36.6 15.255 TO THE TOP ELEVATION OF THE SAS. I x 25.9 2'J.6 r / / ,.' 01r __ 37 �.��iVs MAP scale: 1" = 2000' /' it PLAN BOOK 388 PAGE 47 '26.2 LS t 25.9 % '� ,' ,� 1,s x �, / /33.9 35.5 '' �► _- 37.2 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN N/F VINCENT A. WOLPINGTON _ ' ' , �33,7 ' l37.1 f 1.) LOCUS AREA IS COMPRISED OF: j `_- '' �' / ' �� \\ /. 33,5 x 34.3 4,9 x 35.3x' 25,7 ' - >� LESS THAN 3' OF COVER. BARNSTABLE ASSESSOR'S MAP 287 ; 1� x 2s.9 �'"� x 26,2 �`-'� % i 1 ; `` 'y • /J �►v� 8 ' 7. THE INTERNAL PLUMBING 'OF THE RELOCATED COTTAGE WILL PARCEL 157 LOT 2A O PLAN BOOK 388 PAGE 47 �\ /. ---`---__�i'"� PUMP EX61MG CESSPOOLS _�' ' 31.3`� / � ,�� ��� -� _ _-- 3 HAVE TO BE MODIFIED TO CONSTRUCT THE PROPOSED SEPTIC OWNER: VINCENT A. WOLFlNGTON �\, �� /' x 261 AND FILL WITH SAND E �11ALLS� j I , //� / 34.1 / d►'` �-- SYSTEM. 4545 42nd STREET; SUITE 202 ` / rl , o �3�.0 x WASHINGTON, DC 20016 ( �-- - --- __ p� ti \/ 321 / 351 dA g' / 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 26,1 �� i _ ; / / i' r' - 39 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL DEED BOOK 3,510 PAGE 267 �� x 26., ��' , 1 , /o I / / - , im ` / / / 6,9 i EXISTING UTILITIES. AT LEAST 72 HOURS BEFORE THE START OF 2.) ZONING INFORMATION FND x c 6, ~--- - ,/ I �� I i ` / 35 , ��' ,'39.3 x _- �� CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT x G6 a 26.1 x �/ , /d , r 39.8 LOCATION BOTH HORIZONTALLY AND VERTICALLY OF ALL ZONING DISTRICT: RF-1 �7 x x 27,6 / / 9 i r 4 ' x 27,5 cOHc ,' Ott l 31.0 3�6 ' 3X.8 l ' 38.0 3s.4/ 3.•6 40 EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE OVERLAY DISTRICT: AP N AQUIFER PROTECTION �, Rf r �• NOT Use x ► �31h x( 6.9 .- - LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN � 7 / / x � � / � 39,8 �. ^, ` `27.0 ----- --- 27.9 i 4� a'8 1 r / AN APPROXIMATE WAY ONLY MAY NOT BE LIMITED TO THOSE MINIMUM CURRENT ZONING REQUIREMENTS �y -� - Ot 29,4 ' r . 40,6 27,8/ 0 -- '- - --, „- 30.1 / i 35, 1 �,9 w 4a.7 MINIMUM AREA: 43,560 S.F. ti x N..4 \ x 28.3 8,1 t / , I �, I ,, SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED MINIMUM FRONTAGE: 20' 27, ' \ 1, x 26.6 ' �, ax _ .s / ' ,� , 35.6 + 37,8 BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR x r / ' �° + f ' x ; ; ''�� - 0 AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES MINIMUM WIDTH: 125' 28'n 2�i.;; 26.7 y26.5r 28.1 28.E 4,' 29,3 / i /� , i / \ ` a 29,0 + / / , �,6 , ` , ,� ,�`' - r' WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE FRONT YARD = 30' SIDE & REAR YARD = 15' `fir, `\x LS 28.6 ` '�AwN 28 299 1 / #� ,�u / �-f � / �' TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION x ?7'3� 27,i �' / ,'' 28.7 28.9 2 ��wF30.3 30,9 ,' DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL 3.) COMMUNITY PANEL NUMBER 250001 0008 D i , , 29 ' ''` _ ,�/ � / w , , 41,8 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA ''� ` 2s'4 �� ___- ' x 281 28,9 Ufa' / ' t I / wpppm 42 '' NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT • ! 28.8 ,-�" 3a.6 �- 3y� i ' --'�' 6,3 / - UTILITY CROSSINGS VERIFY INFIELD THE LOCATION / INVERTS AS ZONE C, AN AREA OF MINIMAL FLOODING. ,� �� '�� �- -- � r ,�-' o ,� ------_1_- �n"31.1 //x 33� / �-" 1 � / - _ _ - . x �� , 3 /, 1.2 13 _ x a6`. ? ' � � -/ � 1 7.21 / �' ,�� OF ELECTRIC, GAS, TELEPHONE dt DATA/COMM AND RELOCATE � \ x 27,fz l i' ,� 31,8 x a �./ / / '� 35.6 / �7 7' 40 �, SPIKE SET IN U 1 .r / ,/ 4?7 EL = 4414 NGVD IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS (9) 314$ , , , x DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL x 26.0 \ /29.3 g M33.1 33,9 ;i / '/ / - 43 �� UNDERGROUND UTILITIES AS REQUIRED. 31,3 - i ri �, / � VY000EU ' , / , r 2,�''`� 43,4 ' / / 3' - / / x 40.4/ 42.8 *- / n 32,322.a / �� �` i /' ' �- SCHEMATA Fl9. THE NALUTILITY LAYOUT SHALL BES SHOWN HEREON ARE AS DETERMINED BY THE x 26,8 7.0 w6OD W� / 19-52 F/ �r , / �, ri �, 43.8 •o � 32,4 / / x 3 4 - / 29,4 �C� �j 32.3 r ,/ / ,� �., / �/' .' ,r' ��' N 44 AppPRppR�A• �JTI TY COMPANY. _ - - _ ' - _L- - 10. PROJECT BENCHMARK: DATUM NGVD 1929 x c_5.3 O x c 1.4 � � 31.3 3 � ' / LAWN /1 / / , ,� �i x 26''� TBM: ORILLHOLE IN CONC. PATH �' r '�• "� / ( �' / �' ,� - 44.2 ,E RM 14 N FIRM MAP 250001 0008 D �P 27.,E N9M S`� A7 -Wm V 3C.2 33,8 / ,r �, / �i EL = 26.52 NGVD F � eY WE "RDVEX-or i � ''6 W. h / �^� 3t.8 */ / 33.9 I ,�'� / �,�r IAA'- ,i // �/' �.' 44.s HYDRANT BONNET BOLT O ENTRANCE OF - - ,NNE 1Z• 20°7- - x 8 �`f 4,2 34,0 35.0 � PACE HYANNISPORT CLUB AND IRVING AVE. EL 66.66 x FE),2 /�' T � / ter/ Z I ,� /ri PLAN �i �i ,.' - - -- -, x ( ' / 0 �0 G Z'�� G / 37.4 / / y TBM: SPIKE SET IN UTILITY POLE # 19 52 DO"N8-WALK TO �i ,' , � M\N• Q�151�r�, '0 W/1X 34,0 13 ,2 ,r �� �OZ�.A�RES / /' ' 43,0 '� � �' � EL. _ 44.14' (NGVD) 2r.e - r- 27,3 BE REMOVED. / �� / 7 5N , 44.9 rx ,_7'2 k �,� i y, , /' °' , 3�e1 34' 1 / ,z / ,/ / 6,1 11. A TITLE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE ' ® 26.2 1 , t , 35.4 4. 'r • � x 40.3 ,' r , FF' LS s �` '� BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. LOT 2 A x 8.2 , \ / / t / __ ,_ 12. THE PROPERTY LINE INFORMATION SHOWN IS PLAN BOOK 388 PAGE 47 , 33,3 / i �6 - BASED ON CURRENT AVAILABLE RECORD INFORMATION 35.8 \ \ I x 38, ✓x 42.1 A N ' 48,074t SO. FT. 3 \ 37.2 Y / IRRIGA'�ION WELL I' // � � -, CONSISTING OF PLANS AND DEEDS. THE EXISTING i' x 2 i I 37.6 �� 36,1 \ • / , / FEATURES SHOWN HEREON WERE OBTAINED FROM AN LAWN ,f 1.13t ACRES / �/ r 33,3 !/ / i' 45.5 46 5 46.1 46.5 ON THE GROUND FIELD SURVEY PERFORMED BY 0/ �` ,' RE i' r ! 36,9 \ 36.3 e. ` / /' �'` �' BAXTER, NYE & HOLMGREN, INC. 01-03-05, THRU 26.8 , �� ,r n C r 36,9 �x \ 38,5r / /' ' 435 w , 46,5 Is 01-1 1-05. r // -••f ,� x 31.2 i PA•p0 37 - -' 37.S x % ' ,` i 5 ��' l c 2 w LAWN l x 29.3 / / 33.7 x 37,9 37,1 4as/ 4JpR11IE �/ I 1 PLAN REFERENCES: t r� / •bOSTING wAtX To + ; LS �, ,� ' 4 r. 3.3 / / _ 46.6 ) x �8.7 ! i / 3,.9 ! 1 , _ �,�- 46.s PLAN BOOK 388 PAGE 47 1 t x 28.3 r BE REMOVED37,6 .. _ _ � , _ _ -� - ��DII PLAN BOOK 289 PAGE 97 30.4 ' � 33.1i x Seri 37,9 38 0 �. ,'/, •-•fib 4 I f' 421 // ` 45 0 ,/r �l = FNDPLAN BOOK 64 x 37.6 47.2 PLAN BOOK 325PPAGE181 48 . 28 -0 473 40.1 �3 2 .7 ku .I a � >f�28,9 , , �,x 3 Aj 3 36,5 7,6 - --� 9 ` ' .J i/ mi / t N/F HYA4NISPORT CLUB r' / / , 36.E -+�4 CE , 48,_ i 5 OVERDIG/ \ • �J- BRUSH E / ^ 4 (SEE CONSTRUCTION'NOTE #5) 1 .' / %''� 36.' W37,s .' / / � �, $�� 7 8.2 . 4E MrVE$ERVE, ! f� 0 / 38.5 / 39,7 ''THE ANDREW 8.xC1YAIb ill REVOCABLE TRUSTx 27,8� �! � xl3 ' '` O 'rl i f� 33.9 ,` //,/ /` ' 38.6 . 9 'J / �. �°N 386 � x 43.5 x 2 .4 , 1 1 ,- '1' w NCO 586 Scudder Avenue 29.1 T �, 41,0 ,�/ 28.9 \ n -7 // / SH �� ���3 9 / i 37,2 ,'/ i'' x 39,4 / LOT 2 $ Hyannis Port, Uassachusefts r TEST PIT 022 � x �2 •9 , , i 1 418, ,, Ji # 223.2 j' g `i /' ' /' ? �` x 38.8/ PLAN BOOK 325 PAGE 81 PREPARED FOR a42 29.9 / , , / ,, J //�0 x 38.9 ' Vincent A. Wolfington 2914 LAWN � / 30.2 - _ - - ___ �i r ,yh , ' l 12' x 2 ;') �/ .' 29,5 N RNL �----._--- -- J ,-' ,'� ,' x FINISHED GRADE TITLE i 36"MAX.-9"M N. �. �LL� • �; Q A - �/ �/��•, . , ���� Proposed septic system Guest Cottage 28'Si' '�-- l _--' x 33'6 2" LAYER DOUBLE WASHED �- TOP OF CHAMBER S� STONE 1/8 TO 1/2 XTI OR GEOTELE FABRIC PIPE INVERT 3/4" TO 1-1/2- 6 EFFECTIVE BA R NYE ENGINEERING & SURVEYING DOUBLE WASHED DEPTH DESIGN SCHEDULE ELEVATIONNNNNE STONE to SOIL LOGS DATE: NOVEMBER 10,2004 Registered Professional Engineers and Land Surveyors TOP OF FOUNDATION 34.0 P#=P 10,885 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 �-4! SEWER INVERT AT FOUNo►AT10N 27.0 y 4 4' SOIL EVALUATOR: STEPHEN A. WILSON P.E. Phone- 508 771-7502 Fax - 508 771-7622... SEWER INVERT INTO SEPTIC TANK 26.8 � ) SECTION 8. 0. H. AGENT: DAVID STANTON, RS SEINER INVERT OUT OF SEPTIC'TANK 26.5 �y,� NOT TO SCALE M Psfo PORE TO a BELOW GRADE TEST PIT 1 TEST PIT 2 SEWER INVERT INTO DISTRIBUTION BOX 26.3j, MP °F '°N110N ACTYPICAL SYSTEM PROFILE `" D ° °'m + . �•� cs.E = 28.0 f G.S.E. = 28.2 f sEWER INVERT our of DISTRIBUTION Box 26.1 20 0 20 40 ` j v; MA f� . ;. L NOT TO SCALE �00 'jD , p"AP 0"AP SEWER INVERT INTO LEACHING CHAMBER 25.0 w� W T a FMIISH c,RAOE • _ 20' SCALE IN T c 3r(��+► SANDY LOAM SANDY LOAM BOTTOM OF LEACHING SYSTEM 23.0 SCALE 1 20 4L Flrrs►+m 6n�oE o�ER nw:_ r��;�°1� Dym 3• 3' 13" 10 YR 3/3 8` 10 YR 3/3 WATER TABLE: NONE OBSERVED AT ELEV. 17.0 31> RFD 6R1DE OVER a soot • 20srk _ oouB1F C� /�/�/�/,��rye. MBMW cum � ,•L OR CE>dIEXILE F1�i1C � ^ evN. a(Nc CHAMOM 3/4 1.5 WASHED STONE �► a SILTY LOAM a SILTY LOW LeachingArea Requirements , 2� 4' SCH. 4o PVC Y 4' SM. 40 PVC n'!ST 2' (TO BE Lm iN•a0 15 r 42" 10 YR 3/4 29" 10 YR 5/6 2 BEDROOMS AT 110 GPD/bEDROOM = 220 GPD 10• ;� 3� C C DATE: 12/11/08 a �= ooNSlRIxrTACL'�S �� BTtE SwP ^ 4' ScH. 40 PVC a 3/4 TO 1-�/ ooueLF 4' 10' COARSE SAND 1 FINE PERC RATE _ MIN. INCH ( ) t0 r�NHOArrcom OUT L �. •' '. .-. " " L.0►AMY SAND CLASS 1 wnIMN a' + Q. � �: ::; 3� 132 10 YR 5/6 66 10 YR 6/4 LIAR = 0.74 GPD/SF. s REiN�oRGEv = P., :- r .., EXRlM .�OL3 TO BE REMOVED TD 11E '�i C ,y { :•y, ' :��: , _� �' �+ "ORMOW - SEE OONSIRUc1am NOTE /a �-- 21'--� NO WATER OBSERVED 2 GRAVEL WITH MIN. LEACHING AREA OF S.A.S.SA SAW /s/o9 REVISE COTTAGE LOCATION HEREDOL 220 GPD 0.74 GPD F. 298 S.F. MIN. r NO GROUNDWATER OBSERVED El". 17.0 Isp O EL 17.0 SAND �' COBBLE / NO. BY DALE REMARK$ 15W eAu0t SEPnc TANK Box SOIL ABSORPTION s�SMI (sAs1 PLAN OF LEACH CHAMBERS t2o' 2.5 YR 5/3 PROPOSED SYSTEM: SIDEWALL (10'+21') x 2 x 2' = 124 S.F. W • SAW DRAN4NG trtrl►Iet:Tt TOcc MVSDW ED ON A LEVEL STABLE WETO BE NSTMIED ON A LEVEL SIAKEE BLSECHAMBER NO SCALE FERC 0 Sr (EL - 234 BOTTOM 10 x 21' = 210 S.F. RAZE= >2 UW/W NO 07M O SE7wEn SEPTIC TANK SIZING: 220 GPD x 200x = 440 GAL 334 S.F. 0: 2004 04-148 SU wrksht 2004-148SP-586-2.dw UN4&E TO SOW 2004-148 C --____- ------ ____----- __ __-_---_ ------------- Fee .4 �— p R entered in computer: ,, THE tOM SACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS Z[ppYicaction for ]Biopozal bpttem Cou�trurtion Permit Application for a Permit to Construct O Repair( )Upgrade( )Abandon Complete System ❑Individual Components Location Address or Lot No, S'>ri 6 -S G u cl cte, A\x--. Owner's Name,Address and Tel,No. I-9 stvar,i� hoc.f- Qlmce.0- A. Assessor's Map/Parcel decree/ c do �C, Doc 4 Inst er's Name,Address and Tel.No. Designer's Name,Address and Tel No. &�77/- 7�ca2�r c A tA,) t�-e, s?e 13,5 veIlse `� C z¢y-� ►3ax1�- r�t�� ?r V)ept Type of Building: 1 Dwelling No.of Bedro in Lot Size �1TA sq.ft. Garbage Grinder(No) Other Type of Buildm No.of Persons Showers( ', ) Cafeteria( ) ! Other)~ixtures Design Flow #0 gallons per day. Calculated daily flow 3 C' gallons. Plan Date Number of sheets Revision Date !L A G Title �t�s� �� a4r lxrn -- C"* t CC, ffi P Size of Septic Tank oa Ilcro�s Type of S.A.S. e i e,hte l � x lo' ' z,1 h . Description of Soil s 4 So, I Logs �to,3,, P- to, S-fi"5 i i Nature of Repairs or Alterations(Answer when applicable) 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 notto place the system in operation until a Certifi- cate of Compliance has been issued by this Board ofHeaM. tg00, Dates Application Appr4ed by Date Application"Disapproved for the following reasons N I 'I Permit No, C90 Date Issued