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0049 OCEAN AVENUE - Health
49 Ocean,Ave Hyannis A= 287-121 TOWN OF BARNSTABLE LOCATION 9 D e4442 AV, SEWAGE# 2 0 VILLAGE ASSESSOR'S ez�¢' ASSESSOR'S MAP&PARCEL ;2g- 7— / c7—) INSTALLER'S NAME ((&f PHONE NO.1jr&e:5 7-WC, SEPTIC TANK CAPACITY S®®O LEACHING FACILITY.(type) '�5 36 SCAT C".j�ire (size) I ' )C 771 NO. OF BEDROOMS OWNER_ 2';ryCr ,4/55"A 5, 7—IT(/�A��/t PERMIT DATE: COMPLIANCE DATE: 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 e, site or within 200 feet of leaching facility) /t/ Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY GALLOA1 14-)Lo `7D43Qa Q®rc No. 2-oI' _)7q Fee / . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSAC"HUSETTS Yes ftpYitation for Nsposaf *pstem Construction permit Application for a Permit to Construct`(� Repair( ) Upgrade( ) Abandon( ) Complete System El Individual Components Location Address or Lot No. 9 ©_c�64 ,4 e tNN '�re,-ne/L_ 's Name,Address,and Tel.No. Assessor's Map/Parcel � F i�ucc � c Iri ler's Narkie�Add[ess, Tel.No. �'-0q -Qf/f-)Y7,0 Designer's Name,Address,and Tel.No. 7r AIVA 1 5T' vlz 6-k Type of Building: - `77/--�,�a Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(,J Other Type of Building Iwcf No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) H gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank --1[2 j2 1) (rn fig r � Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer whe pp'cable) ' T 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 place the system in operation until a Certificate of Compliance has been issued by this Board of al . Signed Date Application Approved by Date �l Application Disapproved by Date for the following reasons Permit No. ® Date Issued I _ No. q 2-011 _�7 `� # Fee THE C'OMMONA H OF MASSACHUSETTSA. Entered in computer: PUBLIC HEALTH DIVISION -TOWN:.CIF-BARNSTABLE, MASSACHUSETTS Yes application for Misposal ,*' 8tem Construction Permit Application for a Permit to Construct Repair( ) Upgrade( ) Bandon( ).A ,Complete System ❑Individual Components Location Address or Lot No. 9 Cr F, 4lAi f w 's Name,Address,and Tel.No. Assessor's Map/Parcel 0 Inst0ler's Nar}ie-Address,and Tel.No. !©Oq -Q�j� -)S70 Designer's Name,Address,and Tel.No. ,�_fip Alaa Type of Building: x .�� 77/ 7-4-va Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(� Other Type of Building A..slb ENCf No.of Persons Showers( ) Cafeteria( ) _• Other Fixtures p Design Flow(min.required) S gpd Design flow provided p gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank �Q Q n �� i Type of S.A.S. - Description of Soil Nature of Repairs or Alterations(Answer whe p icable) E f 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 place the system in operation until a Certificate of 7 Compliance has been issued by this Board o al 4 Signed / Date Application Approved by Date Application Disapproved by Date for the following reasons t � Permit No. P 0 Date Issued ( ` ------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CCERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by U J Z h F'_s �CA UVFIkI6 at 4 has been constructed in accordance t with the provisions of Title 5 and the for Disposal System Construction Permit No.oZO/I ?"I dated � ^r,r Installer —'E Designer rp #bedrooms Approved design flow gpd The issuance of this permit shall/not be co sttrueed�as a guarantee that the system will ncti asfd signed. Date `'/ �d t d"' Inspector �� - - -- -- -------- No. ej Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS f Misposal 6pstem 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 recognized 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. t Date x � ' Approved by /�� r MAY-1-2012 11:14A FROM: TO:5087906304 P.2 MAY-01-2012 11:51 From:BARNST HEARTH 1S0M7906304 To:915087717622 P.2./2 Town of Barnstable Regulatory Services Thomas F.Geiler,Dimetar ' WARNAM" Public Health Division. Thomas McKean,Director 200 Main Strcct, Hyaants,MA 02601 Offiim- 508-962-4644 Fax: 508-79"304 Date: YL4,L261Z Scwaxc Permit# 4?0/1- ?-?q Assessor's Map/Parcel Z87 1Z l Installer& Certification Farlii Designer: Zbukg A- {, , l,syn a rye Installer: _i 4 t Iz� 4u rke Adclreas: PI-rC t Addreas: y3 Jtr,ts SA -_ On a-//- Zo/! 13Qv 4,; Cv%C&,.4-j#►j was issued a permit to ins:talI a (date) (installer) septic system nt W dCagkj Awwo �{ rW 0&0 based cm a davign drawn by (addres ,) 13•me., Ake- datcd la—3/— Zell ( esigner) ✓ I certify that the septic systern referenced nbnve was installed substantially according to the design, which may includo minor itpproved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected ad the soils were found satisfactory. i certify that the septic system referenced above was installed with majur changes (i.e. grr»Mr than 10' lateral relocation of the SAS or any vertical relocation of any wmponenl of the septic system) but in accordance with Statc&Local Regulations. Phut rev'sion or certified as-built by esigner to follow. Stripout(if requi 'nspected and the soib- were tound sans Tory. ���rRss 1A 4�� STEPHEN gcyG`q ALLYAi R 1 (l�lStaller'S S anaturC a WILSON y+ No.30218 /STEP�� 1? gner s Siguaturc) AMX p Here) PLEASE RETURN TO 848M M PUB LiIC: .HEALTIF1 D V•ISION. CERTI€FICATE OF COMPLIANCE WILL NOT HE ISSUED UNTIL BOTH THIS FORK AND AS- BUILT UILT CARD ARE_RT_C;FWF:D BY TTTF:BARNSTART F PTTIKJC TMALTn DIVISION. T11ANK YOU. - y:lufTnc rurrmld�sig�n rnmt dnc } ` Town of Barnstable P# F1He row do .Department of,Regulatory Services / BARNBTAB66. 's Public Health Division Date y MARS. 039, 200 Main Street,Hyannis MA 02601 Al-a MA1 Date Scheduled /kh/ Time �� Fee Pd. Soil Suitability Assessment for Sewa e Disposal Performed By: �G-�� Witnessed By: _25 LOCATION & GENERAL INFORMATION Location Address yF Owner's Name R 13 r vea $�rc h e l2 t6 ckcsh,v4- W1 QV 14�" rrs Pert Address AMhcrst./ AJH I-) / Engineer's Name S�C�iVn. A. LAls�j Par Assessor's Map/Parcel: 2�� 12( g NEW CONSTRUCTION REPAIR Vng'' �� Telephone# :502-t-7-j/ •7$pg' ¢ /3 Land Use VY_15 i 4e aKA71" Slopes N Surface Stones /'7071.t Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well 8 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) t WOOD FENCE 181 BO' , "-'' COTTAGE GARAGE �dyrA oX I OVERHANG STONE GRAVEL DRIVE Z I I I I 1 I i'r X II ------ a O I w � ' EXISTING HOUSE 1 1 II ' 11 SUN PORCH '¢ 1 i Parent material(geologic) 4C1;, GU`.,V;,s 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: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well N Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date q t- / Time Obsmatlon Holed�' 1. Time at 9" /0,,37 n "6 et /D Depth of Pere �y Time --�1' Start Pre-soak.Time o /(9r20/iw; Time(9"-6") End Pre-soak 10'35.40 Rate Min./Inch 5 VA I.tcb Site Suitability Assessmcnt: Site Passed V00* Site Failed: Additional Testing Needed(YIN) - 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)week prior to beginning. Q:FIEALTIi/WP/PERCFORM I Z) • k`a fir, .- DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Horizon Soil Textuto Soil Color Soil Other Surface(in.), (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 1 tGravel) �o�n 132t� CL MIA DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o is" to is °° r ve /,e a,W Sa.,.( toy' 3/3 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.° DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Collsistency,%Gravel) Flood Insurance Rate Map: Above 500 year flood boundary. No— Yes Within 500 year boundary No ✓ Yes Within 100 year flood boundary No Ll Yes Death of Naturally Oceurrine 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? yz� If not,what is the depth of naturally occurring pervious material? Certification I certify that on &RrA M5 (date)1 have passed the soil evaluator examination approved by the Department of Enviromnental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date t L® Q:H EALTI-IMPMERCFORM f - TOWN OF. TABLE LOCATION 9 i9ce ol, - SEWAGE #z002 `l VILLAGE f'4A,AeX-A P6�� ASSESSOR'S MAP & LOT �I INSTALLER'S NAME&PHONE NO. L y^;- ® L® TT.0 SEPTIC TANK CAPACITY GAL- LEACHING FACILITY: (type) 31O e W NO OF BEDROOMS h2a. 006E I BUILDER OR OWNER ST` , o, e PERMIT DATE: aVA-0a9:�; COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � zlz Z4 Q i e I P 1 y llz� o Ir- I Z. r No. � � Fee YA a,/Am w--,---APP pz��- l�y THE COMMO�H MASS CHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zfppriration for Miopooal *pztem Con!arurtiou Permit 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. As essor's Map/Parcei Installer's Name,Address,and Tel.No. `L / / / Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building DO llJ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 11—®to gallons. Plan Date /'9 O/ Number of sheets Revision Date Title Size of Septic Tank l®OD Type of S.A.S. IG 2 ZOJX Z Description of Soil Nature of Repairs or Alterations(Answer when applicable) �IL� Awl 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 o d of alt Signed thi Date Application Approved by Date �— Application Disapproved for the following reasons Permit No. Date Issued ---�—---- -- ------ --- ——————————— YA iNm CA w •. Fee V i r $ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS i ` Application for Digpool *p!tem Congtruction Permit 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., Pe,le Assessor's Map/Parcel ` •i", Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. i Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building e4/5e No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow C�/� gallons per day. Calculated daily flow e;, Oo gallons. Plan Date /) 2 O O/ Number of sheets / Revision Date Title Size of Septic Tank /4O0 9471 Type of S.A.S. 330 I Description of Soil �r S 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 =thioard o eal Signed �� -• ^ R Date Application Approved by r V C ,, YLK I f Date c- Application Disapproved for the following reasons r iq Permit No. �C� 1 Date Issued v --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CER IFY,that he On-site ewage Disposal System Constructed(1,/)Repaired ( )Upgraded( ) Abandoned( )by at of Q �'��1/5 / l has been construct4 in accordance with the provisions of Title 5 and the for Disposal System Constructio Permit No.,7- - �1 dated /0 Installer Designer The issuance of this permit shall ntovbe cohstrued as a guarantee that the�sy.s em will function asdesigneds v G Date "! I i 1 N� Inspector Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS }, migogal pgtem Congtruction Permit Permission is hereby granted tors cts ) r( )Up r de( )Abandon System located at V i 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 t. 4 d TOWN OF BARNSTABLE LOCATION ee SEWAGE #2-0102- 9 VILLAGE— ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 9o�+© Ls 771 SEPTIC TANK CAPACITY LEACHING FACILITY: (type)1 3 , J C vL _TeC 's (size) 1 0a Z NO.OF BEDROOMS Ov�E BUILDER OR OWNER 57yC. ti PERMU DATE: I3 COMPLIANCE DATE: / 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 Feet within 300 feet of leaching facility) Furnished by I � f 4- 3 r 4- q 4� BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 October 30, 2001 Board of Health Town Hall 367 Main Street Hyannis, Massachusetts 02601 Re: Variance Request Peter& Lissa Stepanek 49 Ocean Avenue, Hyannis Port Members of the Board, On behalf of our clients, the Stepaneks, we are requesting a temporary variance from Part VII, Section 5.00,Upgrading of Substandard Onsite Sewage Disposal Systems. The Stepaneks wish to have a pool constructed in their backyard(copy of plan attached). The existing house is currently serviced by a cesspool, which is currently functioning. The Stepaneks are planning to remodel/renovate the existing house and have retained an architect, Ivan Bereznicki Associates to consult with them and prepare the plans. They plan to start construction in October 2003 depending upon structural upgrades needed for the house. Baxter,Nye and Holmgren have completed a topographic survey of the property(copy enclosed). We can perform the perc test at any time but cannot design the new septic system until house plans are completed, in accordance with the Board of Health's requirement. The house is currently used during the summer and occasional weekends in the fall and spring. The continued use of the existing cesspool for the proposed duration will not have an adverse effect on the environment. I hope that the`Board will review this request and grant it. Sincerely, i e n ilson, P.E. #2000-071 StepanekVariance.doc Land Surveys Subdivisions Septic Design Wetland Filings Site Design r O � FEE: BARNSfABIE. 169. `0� REC. BY �fDN10yA Town of Barnstable SC=. DA�- Wlol �,VCEj\ . Board of Health OCR .s d 20 A 367 Main Street,Hyannis MA 02601 _ Office: 508-862 4 BAet�jAg�t Susan G.Rask,R S. FAX: 08 YFi® Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: act Oc.e4•, Ayr nve. (64,t Assessor's Map and Parcel Number: Nn 267 J*A J ZI Size of Lot: 52a 2 7 O+ sr-- Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: Pelcr f L iSS2 $t!eganNele Phone Cbo 3 473- &1(0 1 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON V Name: Ph,- +f L.t su SImP-.n.c k Name: !9+r—h % A . I.W;1 p1. B,e � A1�a, � �-lo I w►,v'w Address: 1® C.kcsinul- Hr11 t2e.dl . AyviVy"k Address: 6Sf1U^ViILe- Phone: N' u Phone: So%-4 ITv `I 13,U e,ef /3 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) 3c rns h�.i to G 0 N Ntea v l t�l�im '/ /' Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard mndification rme ls.grease trap variance renewals[same ownerAcasee only),outside dining variance rene vals(same ownertleasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed)), Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy, M.D. Q:/WP/VARIREQ Town of Barnstable + BARNSTABLE, Board of Health 9� i639. ,fig' ArE p �s P.O.Box 534,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 9, 2001 Mr. Stephen A. Wilson, P.E. Baxter, Nye, & Holmgren. 812 Main Street Ostrerville, MA 02655 RE: 49 Ocean Ave. Hyannisport A=287 - 121 Dear Mr. Wilson: You are granted variances on behalf of your clients, Peter and Lissa Stepanek, to install an onsite sewage disposal system at 49 Ocean Avenue, Hyannisport. The variance granted is as follows: Part VII, SECTION 5.00: To obtain building permit approval to construct a swimming pool prior to obtaining a disposal works construction permit to replace the single cesspool with a septic system which would meet the State Environmental Code and local Board of Health Regulations. The variance is granted with the following condition: • The applicant shall replace the cesspool with a septic system which meets all of the State Environmental Code, Title V requirements and local Board of Health Regulations within two years of the date of this letter. Wilson5 ',,P �. This variance is granted because the designing engineer stated that he cannot design a septic system until the house plans are completed by the architect. The owners of the property are planning to remodel/renovate the existing house beginning October 2003 and have retained an architect, Ivan Berezniki. In the meantime, the exiting cesspool is functioning properly. The applicant agreed to replace the cesspool with a new septic system within two years. Sincerely yours, PU'04� "4'-� Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs Wilson5 CATION ' SEW&(:�E PERMIT UO. VILLAGE IAIST�LL 5 E ADDRESS BUILDER 5 E DORE SS DATE PERMIT ISSUED °t n0 ATE COMPLI W ACE ISSUED : �'� I cry r t Il N 7-.... Fps.- '.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD F H_A T _.- ._... ..OF.. ... ......�......... _ . .-. App iratinn -for Uiipuntt1 Morks Tomitrnrtion Vrrntit Application is hereby made for a Permit to Construct ( ) or Repair ( )� an Individual Sewage Disposal System a : 1, 'A N h . - - .-W.— L ation-Address or Lot No. ..-----�' -'.. ----------- ��..JJ. W �y� O er / Address G =••i••' �. staller Address UType of Building Size Lot__..........................Sq. feet Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) per, Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ______________ W Design Flow___________________________________.........gallons per person per day. Total daily flow............................................gallons. x Septic Tank—LiquidP b' g Length --------- ------ Depth------------- W Disposal Trench ca acity_---...._`�Width Lent Total Lent idth______________ Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter-------------------- Depth below inlet____________________ Total leaching area------------------sq. ft. z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results Performed by-------- ------- ____ _ Date--------------------------------------- Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water_--__---___-___-__---. f7, Test Pit No. 2................minutes per inch Depth of Test Pit____________________ Depth to ground water__-_-_-_____-_----_-- P4 ---------------------------- -----•-----•------------------•-•-•----•-•-••••----•---------••---•----•--•.._.----•-•-------------•-•--....------••-•-------- ODescription of Soil.........................................................................................................................----------------------------------------------- x ------------------------- ------------------------------------- -------------------------------------------------- ---------- - ---- f ---- -- j U Na t e of Repairs or Al eras ns A wer when applicable....-:••--- -�- �-l�ld -------- ........... t� - --------------------- greement The undersigned agrees to,install the aforedescribed Individual, Sewage Disposal System in accordance with the provisions of,Article XI of the State'.Sanitary —The undersigned further agrees not to place the system in de operation until a`Certificate of$Compliance has e, issued by he board: fie th 1. Signe .�_".1 Date Application Approved By----- - ------------- ---------------------------------------- Date- --------------- -------- --------------------- -------- ------ Application Disapproved for the following reasons:..........................................................................._____--------------------------...... ...................................................... .................................... -.:.------------------------------ -------------------------------------- ----•------•••-------__---- Date PermitNo................................................ •-•••-• Issued......................--................................ Date Flzs.... 6-70............. THE COMMONWEALTH OF MASSACHUSETTS BOARD F HI E A�T�H o F.. . (..Z ----- -------------- Appliratiun -fur 13i,iVoiittl Works Tonfitrurtion Vrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System ;A: Location-Address or Lot No. W O4*�� r Address 00 staller Address Q Type of Building Size Lot____________________________Sq. feet U Dwelling—No. of Bedrooms__------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) �1 —S�� p4 Other—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) Cafeteria ( ) a' Other fixtures Q W Design Flow--------------------------------------------gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity------------gallons Length_____-____--_- Width................ Diameter................ Depth---------------- x Disposal Trench—No-___________________• Width-------------------- Total Length-------------------- Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter-__.________-__-____ Depth below inlet______-_-__--__-_._. Total leaching area-----.------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) I aPercolation Test Results Performed by.......................................................................... Date--------------------------------------- ,� Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-----------------....... Li, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water__._..___-____._____.._. g --------------------------------------------------••---•------•-•-•---------------•---------------•.....................................-••_................ ODescription of Soil---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------- x U :+�............................. ------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------/ ----- j -- ------- V Nat re of Repairs or Al rati ns A we r when applicable.._--"w _- � -- ---- �G�----' ----------------------=- - --- . 4greement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article \I of the State Sanitary de—The undersigned further a rees not to place,the system in operation until a Certificate of Compliance has Venjissued by he board health. Si ne .......... t Date ApplicationApproved By------------------••--••-----------------------------------•------•------------------------.-•--- ----------------------------------._---- Date Application Disapproved for the following reasons----------------•----_-----------_-------------------------------------------_----------------------_------------ ....................................•-•-••---•--------------••--•------. Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD iTantpliatta HEALTH oF....... � / .................... Tatifirate TH S TO RTIF hat e I ividual owa sal Sy constr ed ( ) or Repaired (� ,� • by.......�.� _.. = � - : - - ------ -- ? � staller` at 1-�l-- - '�� � .................................. has been installed in accordance with the provisions of Art�he}� �I o he State Saniery Code as described/in the application for Disposal Works Construction Permit No:_yS-' __ ._ __r� -76 .____-__-- dated..' _-_t?il.- ._...__.___ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT TIME SYSTEM WILL FF•U-N-CCTION SATISFACTORY. DATE /....../---- � Inspector-------- __ . ••--• . --... .................... - -- THE COMMONWEALTH OF MASSAC TTSI. 7� ! BOARD "O HEALTH !� ).............. of........... ... ..r�. '. ........ No....J.— - FEE.... Ri11polittl ark Cn91"' tru ion rrntit Permiss on is hereby rante ___" �- �g •• ------- to Con str ( ) Repair (�' Individual Sewa er spo.a] Syste atNo.. ------------------ -... _M.___ ........---- -- ---- ----- .. 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O <v _ s r IN FRONTAGE 20 \ I- \ O WIDTH 125 q _ FRONT SETBACK 30 _ N f :...1 - SIDE SETBACK A — 15r 1 � � 3 B r - . ... - 15 1I1,Ii .�TH PL_E2 CEDARREAR SETBACK x � \ _ Q L FLOOD ZONES: . C, A10 & V10 + p � t PK FND � � FIRM COMMUNITY PANEL - / . 22 EL 21.22' - - Col No:`250001 0006 D ... T T \ .t ::.:..I.. REVISED. DULY. 2 1992 C ... .....< c AR ............ ......... .......:::...... 0 AS SHOWN ON THIS .PLAN �` �• ........... .. ..:............. \ I 1. .. ........... ...:...................... o £ \ F. ......,......... "O SEE NOTE RE ORIENTATION/PLACEMENT . . , ...... . ......:. , 0 2 / ! ..:........... .::.:.... tJ I ELEVATIONS REFER TO NGVD ........... .:..v \ REF MASS DPW 113 C EL 1 l * t i 1 I s' C. CB r/ L FND , 4r .,...... , EL .54 r PUMP & REMOVE _ r 0 XI N � I E ST1 G \, l \ R ! CESSPOOLS i . . ......... # , t r . ., L NN .... .. , <L 2 I F _ , S r ! r ' F , T N t O F 1 ! / c a r r h . 0 ; use 2 t - r 8,(-: n'� I 1 / I -��-'EDGEOF L�WN ..... . ..... _ � - - t t ::: :: TP .. .... . . \ i t 23. t t ' I , I _ I , i 4 M PLE I l \ \ ,,, LAWN I 2 I \ z \ I / f I k \ ! I t \ `r , t \: \ 22. cp \ / - \ ST r , � \ � I ONE WALL r v \ \ � PL 1 1 so 1' I r 3.122 HDEIGH r \ \ , LAWN LI 1 \ \ I 1 I x 25.6, / t TI t , " R G O R N \. to 0 3 r L t : \ S T ONTiROL I t r k � / 0 + r t y \ / r ' R _N B0 r I I Cr � F I \ I { I I I h T \ \ \I ! i t f r R rCONTROL \ 0\ IRRI TION 6 N ,- \ I � iI \ 5 \ Nc \ LA DSCXPE BOXES x 26.0 \ V F {V q y \ f \ o \ / , , 3 O r RETAINING .. 1-g- q r ! \ R I EDGE OF RET.'WA i ! , £ r LAW N q ALL \ k [1 x 8 8 EL 24.88 x �5 i I GAS 41ETEJ� _ ,. .� y ! \ ! r i { i r ! c _ I' / h£ ti r \ T S ; r k x PERGOLA I S _ � O I 0 T � \ ' a a.5 , � e _ 2 t F � N I , L � t -9f J e r o \ h F o I £ C 0 T/Oyv S 18.9 - zl Z 4 8.9 O O n N c ` JI� F / £ N c O Mi\ �.8 \POOL EU�P\EN \ 18.8 t' � / r N°F( 65FILTER OUTDOOR 18.9 �OR tic SHOWER,. -� 004 r \ q ?6► l t _ R u � S \ \ \ k 9! !o �r \ I wi c N \ > ,, S / \ �; \ �\,r �` ' E'O• .` _ X .5 /, , STK ET _ s \ EL 21.76 C� t -_-_ APPROXIMATE L OCATION OF SEPTIC \ i e SYSTEM LAWN \ ENVIRONMENTAL INFORMATION. Z O ,N E C _ SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WII.DUFE PER NHESP MAP OCTOBER 1, 2009 ESTIMATED HABITATS OF RARE WILDLIFE { FOR USE WITH THE MA W ANDS PROTECTION ACT REGULATIONS 310 CMR 10 . i CB FND. __-------- -- ] EL = 15.461 CB • SITE DOES NOT CONTAIN A CERTIRED VERNAL. POOL PER NHESP MAP OCTOBER 1 2009 FND GATE EL _ 1 s:12 CERTIFIED VERNAL POOLS. _ I ------ • SITE IS NOT WITHIN A.PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2009 ''PRIORITY { ---- HABITATS OF RARE SPECIES FOR SPECIES UNDER THE MASSACHUSETTS,ENDANGERED - -( SPECIES ACT, REGULATIONS (321 CMR10). I k \ • SITE IS NOT WITHIN A STATE APPROVED ZONE 0 GROUND WATER RECHARGE PROTECTION AREA \ SITE IS NOT WITHIN THE ZONE OF CONTRIBUTION OF SALTWATER ESTUARIES B.O.H. 360-45 . , 12 t , f \ f I i I j SITE LOCATION: , 49 ocean Avenue - e ue Hyannis Port Mass. I , i PREPARED FOR Bruc e & Lassa Stepanek I TIT1F S Proposed House Additions e tic Upgrade , P � P I BAXTE I R NYE ENGINEERING & SURVEYING I - Regist ered Professional Engineers and Land I Surveyors I 78North Street 3rd Floor,Q oor, Hyannis,Massachusetts 02601 Y � i 00 Phone - 50 1 l ( 8) 77 7502 Fax 508 771 7622 N: n 20 0 20 40 ol=Aj I Lax >as, o FEET � S EPNEN SCALE IN EE o; - O G 3 N SCALE. 1 — 20� o I No 30216 o FG/BYES'` I a I FSEDNAC �G Zo , n 07 11 2011 o a I 0 i L� o NO. BY DATE REMARKS DRAWN MTM DESIGNED : --TC-HECKED 13Y., W o DRAWING NUMBER r W 0; 2000 2000-071 SURYEY worksht 2000-071—prop hse—sep upgrade 2000-071:01 o j o _ o N. - I i ! i I I i TYPICAL SYSTEM PROFILE NOT TO BCALE : ! EXISTUVG FIPM FLOOR 28.8 SET All •MANHOLE OOVEltS TO 8 BELOW FNRISH GRADE j EXISTING GRADE = 26.0-25.0 RISERS & COVERS SHALL BE WATERTIGHT SET COVER TO 8• BELOW FINISH GRADE j RISER & COVER SWILL BE WATERMff IW1 HOUSE -:I FINISHED RAM TANK _ - s 26.0 25.0E FINISH GRADE » 26.0-25.Ot E •^�.•......�f/ PORT M GRADE' OVER LEACHING TRENCH • 25- .0E 2 ,0 3 BELOW GRADE I 6 • • ,;4" SCH 40 PVC y • „ 9 min Cover 36' max Cover ".MIN. . FIRST 2' 0 BE LEVEL ) • ;,• _� „• e w � ) 2•La er 1 8•tot 2" 4 SCH. 40 PVC Y / / INV Ml = 22.8 MIN. 14 :`f• ?• NV OUT=22.5 2• Peastone •;:' , : PVC TEE (SEE TABLE) • . SUt ITI } CAS BAFFLE MTV IN 22.3 , .•'• INV OUT=221 . . , . . :. .. ..• •. •. 4 PVC REINFORCED CONCRETE BAFFLE Go CRUSHED INV IN _-22.0 ,r BAFFLE STONE BASE • 8 CRUSHED ram•;,"' �.,•;i;ti'e /; DIV TRBUTION 80X BOTTOM OF FIELD = 19.0 5 MIN $.COO GALLON TWO-COMPARTMENT SEPTIC TANK No Groundwater Observed o E1ev. 13.9 ST-3000-H-20 OR.EQUAL iIGUD DEPTH IN SUM TANK DEPTH OF OMW TEE BfJ.01M FLOW IxRE 4 FEET 14 INCHES ! 5 FEET 18 HCFRES I 8 fEET 24 NrCFES � 7 FEET 28 1RCHES 8 FEET 34 ways ! i ! . CONSTRUCTION NOTE& 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE I WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL '21, I 2006 `AS AMENDED THROUGH THE 'DATE OF THIS PLAN, ;& ANY LOCAL RULES & REGULATIONS APPLICABLE. LEACHNG AREA REOLF AI WS I 2. ANY CHANGE TO THIS PLAN :MUST BE :.APPROVED IN WRITING BY RESIDENTIAL:8 BEDROOMS ( MAIN HOUSE (6 BEDROOMS) + GARAGE/GUEST *ARTERS (2 BEDROOM) r- THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED 110 GPDYBEDRDDM j TOTAL DESIGN FLOW - 880 GPD' WITHOUT WRITTEN PRIOR APPROVAL` BY THE °ENGINEER. ! GARBAGE CRMIDER (NOT NdCLIAED) _ N/A j PERC RATE _ cs INN. /Nf�l (CLASS i) l 3. WHEN CONSTRUCTION IS COMPLETED "PRIOR TO BACKFILLING MIN, LEACHING AWA OF &A& REQUIRED, LTAR 0.74`GPD F. NOTIFY THE BOARD OF I HEALTH`AGENT AND ENGINEER FOR BOO< GPD 0.74 GPD S.F _/ / 1190 S.F. MIN. INSPECTION. PROPOSED`SY5TEl1- 10 CULiEC 330XL CHAMBERS SM 3.5 MW ON ALL SIDES 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 V N _ > PVC. UNLESS OTHERWISE NOTED HEREIN. . 1 - - sloEwALI AREA (11' + x 2'x2 = 344 s.F BDITDY AREA (1 1' Y 775 = 847 S F. A TOTAL AREA 1,199 S.F. 5., EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO .THE C HORIZON FOR A H RI . DISTANCE F RR i 0 Z D S CE 0 5 SURROUNDING THE 1199 S.F. x 0.74 cP0/SF e87 GPo LEACHING FIELD,` AND REPLACE WITH CLEAN 'SAND' PER 310 CMR j 15.255 TO THE TOP ELEVATION OF THE SAS. SEI= TAB( SO* 8W GPD x 2ODX I GALLON 6. INSULATE ALL PIP N iS'T OOAIPONENT t780`GALLON ES .AGAINST.::FREEZING AS REQUIRED WHEN COMPONENT - 860 GALLON THAN , LESS H 3 OF COVER: - ; USE 2 COMPONENT 3000 CALLON SEM TANK ICI 7. THE SEPTIC SYSTEM DESIGN ES Y M O - S D NOT INCLUDE GARBAGE • GRINDER DISPOSALS. MEW ZMAM 8. THE .CONTRACTOR SHALL .CONTACT DIG SAFE AT EXISTING FINISH FLOOR CAUTION: � ' I SEWER INVERT AT HOUSE 1 888 OIG SAFE) AND UTILITY COMPANIES TO LOCATE ALL 2 3.1 EXISTING UTILITIES AT LEAST 72 HOURS BEFORE THE START OF SLAB ELEVATION APARTM 25.3 CONSTRUCTION. THE CONTRACTOR SHALL"DETERMINE THE EXACT SEWER INVERT AT GARAGE APT. 23.5- LOCATION, BOTH °HORIZONTALLY=AND VERTICALLY, OF ALL EXISTING SEWER INVERT INTO SEPTIC TANK 22.8 UTILITIE S BEFORE THE START OF ANY WORK.:THE LOCATION OF � SEWER INVERT OUT OF,SEPTIC TANK 22.5 EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE SEWER INVERT INTO DISTRIBUTION BOX 22.3 WAY ONLY 'MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND SEWER INVERT OUT OF DISTRIBUTION BOX 22.1 HAVE" NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS SEWER INVERT INTO S.A.S 22.0 REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE BOTTOM OFS.A.S. 19.0 OCCASIONED BY THE CONTRACTOR'S FAILURE TO_LOCATE THE NO GROUNDWATER OBSERVED TO ELEVATION 13.9 UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, RI I VE FY IN FIELD THE"LOCATION INVERTS OF ' ELECTRIC GAS TELEPHONE I & DATA/COMM AND RELOCATE`.. IF CONFLICTING WITH PROPOSED INVERTS E ..PER THE ENGINEERS DIRECTION. THE 'CONTRACTOR ` SHALL` PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED.EQ RED 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE - CH MATT .S E C FINAL LAYOUT SHALL' BE AS DETERMINED BY THE - • - APPROPRIATE UTILITY COMPANY. _80L LOW DATE 6/6/11 P-1S S00 - _ }Q+ TABLE, r� D�JI�RU Vf�t�iLTn -nvCiri:: _ STEVE, WILSON, P.E. DONALD DESMARAIS t .'TEST PIT 1 TEST PIT 2 j G.S.E. = 24.9t on G.S.E. 25.3E I Ap, 10YR 6/3 , LOAMY SAND Ap, 10YR 5/3 , LOAMY SAND I I 10" 10" 4 - • AMY SAND i B , 10YR 4/6 , LOAMY -SAND B , 10YR 3/3 , LO I " "20 20 I C , 10YR 5/8 MED. SAND C , 10YR 5/8 , MED. SAND I - 1 & .GRAVEL 66 132" C2, 10YR 6/3 , MED. SAND,. FINELY STRATIFIED i 132 NO WATER OBSERVED NO WATER OBSERVED O EL. `13.9E -O EL.` 15.3t t I ! i CERTIFY THAT IN APRIL 1995, i HAVE PASSED THE SOIL`EVALUATOR. EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. SIGNATURE (JSE 2622) I II � j j FINISHED GRADE I 36"MAX.-9"MIN. /\\/ \//\/\ \ \/\ o COMPACTED FILL \ \ ...................... 2„ OF PEA STONE--- ................................................................................... OR FILTER FABRIC 3/4" TO 1 1/2 DOUBLE I 2' EFFECTIVE DEPTH WASHED STONE i r I 3.5 4 3.5 SITE LOCATION: 49 Ocean Avenue SE Hyannis Port, Mass. PLASTIC LEACHING CHAMBER DETAIL PREPARED FOR CULTEC 330XL OR EQUAL (H-20) NO SCALE NO & LiSSa Stepanek ! TITLE Pg Sept tic System Upgrade - Detail Sheet -H OF Iygssq pa STEPHEN CyG j BAXTER NYE ENGINEERING & SURVEYING I o Registered Professional Engineers and Land Surveyors oc G�STE� �F g g FSS1p E�G��A► � j 78 North Street-3rd Floor, Hyannis,Massachusetts 02601 3 4•-1-1 2• in Zs Zo1 Phone -;(508) 771-7502 ' Fax - (508) 771-7622 g tF WASH sr Ki :! DIST. LINE IN 10 N CI.LTEC tECHIRGEF 330 l M .5 70' 3.5 ti a 77' . ! I PLAN VIEW 07-11-2011 a IS. o e _ c o MARKS t N0. BY DATE RE , DRAWN MTM IGN D CH CK W DRAWING NUMBER 3 i 0: 2000 2000-071 SURY P P se worksht 2000-071_ ro hse- U rode P P9 CN 2000-071:01 PINEWOOD a RD o STETSON LN r.>s„Eo oRAOE ,.o TYPICAL SYSTEM PROFILE NJ .7DOUNM,!o!+. ,s a NOT TO SCALE Wrwsr![o W SOUTH ATE DR o�oc owe TANK_sa riwmiro o!woc owe a eox. no pp- owe NSHE GRAM IOO A •, `" S'll•l. 3•� LlApwG 1N[NCrt. /4a0 F -- iCAL) •, .... . r.. ,. 4.SCK 40 PVC 2'tro IRE LV MJ • (min)Cover M� N RRIS 4• 40 PVC frKT >a 36"MAX.— 9.ZIN. COMPACTED PEASTONE FILL CK R ,o- ws rvrr 'wrP 4-ace.+o Pvc 2.� ' ss't,+wx) ce•.. •;'. TEWART DR F ....�"on./8-w, s- , �•, :. ':. .': 3/4' TO 1 1/2 ' N CREEK .- '`' �, 305-f ... : .:,. ooueLE stop* o n„n ILL RD .:... _ STONE I roolr+o _- .._;..... ,.. ...� •.., ' +,� ONE L WASHED Q ` CTION OCEA i 1�QGL N A.C 1000 GALLON SEPTIC TANK DISfRIBIITION BOX 6' MN SE 2 i To/E SWAUM ON A WAI STAKE WK To SE RNSTAUM ON A LEVU SrAKC MY Q Z No oroundoot•. Ob"rv" I R '`¢ LOCUS 2 f ♦�* 1-1.5" WASHED STONE:' HYANNIS HARBOR \ ':,4:• :. LOCATION MAP v 20' _NTS SiOFw . N PLa►N OF LEACH CHAMBERS NO SCALE ASSESSORS ` MAP 287 PARCEL 121 ZONES: ' I At AQUIFER PROTECTION OVERLAY DISTRICT MAP 'r 12' CEDAR , 30' LE �67 60' t I ZONING DISTRICT: RF — 1 MINIMUMS t j AREA = 43,560 S. F. i x. I 22 FRONTAGE= 20' ' ,` OjjFsj,' �. I WIDTH 125' ; Ole CEDAR qQ�r:<^ '/ FRONT SETBACK = 30' ELEVATION Design Schedule SIDE SETBACK 15' CLUSTER OF TOP F FOUNDATION (Finished 18.25 REAR SETBACK = 15' CEDAR TREES O SEWER INVERT AT FOUNDATION 16.3 FLOOD ZONES C, AID & V10 i pNF `O= �\VFjQ SEWER INVERT INTO SEPTIC TANK 16.1 FIRM COMMUNITY PANEL Na 250001 0006 D a x CA Li �N� s R INVERT F SEPTICTANK 15.8 ( . SEWER INVERT INTO DISTRIBUTION BOX 15.5 ' x , �R/ REVISED: JULY 2 1992 .;. ,' \ \ ` SEWER INVERT OUT OF DISTRIBUTION BOX 15.3 ? / i •.; i SEWER INVERT INTO LEACHING SYSTEM 13.0 j j > ! L. C. CB"FND TRENCH 11.0 AS SHOWN ON THIS PLAN � �, .";r.. ,• , .•,. ", ;;, , ;,. .,. . BOTTOM OF LEACHING THE C EL 23.54 2.5 EXISTING c _ 2j• Q 2 WATER TABLE SEE NOTE`RE ORIENTATION/PLACEMENT. V � CESS ,.POOL •� 1 .., ELEVATIONS REFER TO NGVD i REF MASS DPW 113 C EL =_12.32 -. x 3 i Leaching q Area Requirements POOLHOUSE — DAILY FLOW — 200 .GPD NC ^ , + r; U ADDITIONAL 50X FOR GARBAGE DISPOSAL DNA—GPD t F r S V PERC RATE 2 M►N INCH 0 8E VERIFIED AT INSTALLATION LTAR - / 0.74.GPD S.F. ti ,; / s p • O S 5 /y MIN. LEACHING AREA OF S.A.S. A ` O Dj 200 GPD/0.74 GPD/S.F. 270 S.F. r y ;`} Y ; • .\ : q <�,� , PROPOSED SYSTEM � 237 GPD W/LEACHING AREA OF 320 S.F. 14 MAPLE , 6 SIC •, :, s:-_ j .. 1/ , GENERAL NOTES `. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH I TITLE V OP THE STATE SANITARY CODE BATED STONE WALL MARCH 31. 1995 do ANY:LOCAL RULES APPLICABLE , i k0�v k .... r ,,l k , , MAPLE EXISTING r 2 WIDE SPIGOT ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 1 \ ! 3 1 2 HIGH '• � _ ; i . , BY THE DESIGNING ENGINEER. 1 WHEN CONSTRUCTION IS COMPLETED. PRIOR TO BACKFILUNG, HEALTH AGENT :� t J "NOTIFY THE ENGINEER � BOARD OF HEAL G ! , , � t j . FOR INSPECTION. At , F FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPIETEO • 1 1 7 7 CHANGED WRHOUT WRITTEN ' THESE ELEVATIONS MUST NO 8E C GE v t I � BACKWASH L.P. :, ,. _4. •. APPROVAL OF THE DESIGNING ENGINEER /� 4- PVC.ALL SANITARY DISPOSAL SYSTEM PIPING TO BE i M . ._,•tea .. t O 1 � , ,, EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING , !V ,, f� AN •,� `SURROUNDING THE:LEACHING FIELD FOR A DISTANCE OF 3, i 310 CMR 15.255. a _ THI AREA MAP O AS AL UTIVASH D P ITS. SOI ` L A W N gg GG��,AAn�yy p g �g L • ' O TT I _T NF7RMED AT TIME OF SEPTIC CONSTRUCTION , --. su AB Lm o e� co - ? 1 , _�____ LOCATION-0F UNDERGROUND UTILITIES ARE APPROXIMATE AND � 1 r T _ ° { i' ;.. .. ♦ J ,, p b SHOULD ULD 8E '8Y THE APPROPRIATE , i VERIFIED IN THE FIELD � UTILITY COMPANY PRIOR TO CONSTRUCTION. .. 1 , D b i4, 3 t ' Y , F 22 - R •6 �hV d , I 1 I _ , 6 D A ♦ 1 : 1 _ St 7 �a „ TK T , a [EL f _ i 44 i 1 I i , Z0N` E C , CB F`' D _ i EL' = 15,46i '� CB FND EL — 16.12 , f - " , PARCEL A`R,EA ; LAND COURT PLAN 20315 A - UPLAND AREA: 89178 S. F. f 2.05 Acres . ,r I , WETLAND AREA. 13,984 S. F. f 0.32 Acres f 12 : TOTAL PARCEL AREA, 103,162 S. F. f 2.37 Acres t - yy i s -WTLAND RESOURCE AREA DELINEATION i ii 3Q 8Y_I;ISR - JANUARY 8. 1998 -� r h FLAGS A—t--"A-5 = TOP OF BANK .�FIELD LOCATION BY BAXTER,& NYE, INC. <' JANUARY 21,_1998 ZONE Al 0 ( EL 15 ) I -w / 1 rJ• �. ZONE C POOLHOUSE SEPTIC. SYSTEM DESIGN AT I A-4 49 O C E A N ` A V E N U E `r s H E D ``- — HYANNIS PORT, MASS. / j A-2 ` '000- A-1 !'STAIRS' FOR -^ PETER AND LISSA STEPANEK -14 �- , io- ^_... ._ . SCALE: 1" 20' NOVEMBER 20 2001 y STAIRS EDGE-OF BEACH GRASS - _ ii� ., •,._._. , --�" '�� III �- 'A z E It N N R BAXTER, NYE & HOLMGREN, INC. H A R Registered Professional ` 1 H Engineers and Land Surveyors 812 Main Street, Osterville, MA 02655 I Z O N E V 1 0 R S 1 Phone - (508) 428-9131 Fax - (508) 428-3750 ` 0 � PILING , � EL 15 I /fly EPH GRAPHIC SCALE -�I 20 0 10 20 40 80 No.3021 RE ZONES V10 & A10: '\ FLOOD LINES DIGITIZED USING TOWN OF BARNSTABLE GIS SHEETEiOAL C ( IN FEET WITH SURVEY LOCATIONS OF EXISTING BUILDINGS ON LOCUS AS BASE. 1 inch = 20 ft. H: \2000\2000-71\survey\worksht\20071pool.dwg 1 I i I I I \ IN I �ZZ a ` I O C E A N A v E N U E Z RD " STETSON LN 1 J 3 24 SOUTH ATE DR easrriw rrrrx�yr OR unarm 21 36°� 3gA 312 TEWAR CREEK S. Dennis, AIA 3s1 ► " ———NG ILL RD E :j 508-398-7934 K 0 g J 2 Z" 4 - ,� \ / Leo 9�Z" �ZA� 63 \ / 1 j JZ� t, A WOOD FENCE RO 2�u \ �' " GUTACE t GARAGE i LOCUS I \ \ �o + " o +Z HYANNIS HARBOR a L—OVERHANG —_J "1 eke I \ Z•�' 1Z' Zg12 25?h i STONE GRAVEL DRIVE t—Itat / \ 66 / uj Am \ / 1 I 9 1 z Z i 6'1 �\ '/ � — a ----DZ"----- \\ 1 -V tj EXISTING W CESS POOL Z1g9 \\ EXISTING HOUSE N I �,� \ / � o c \ �bg p f I \ 1 1 i`// \ 2 I FI \ ; I i / ? a 1 \ ' I t j B \ 1 �� w ' noZba \' I I 1 \ �- \\ \I Z"�0 y.Z Zc�3" � �• Z6� ! �e \(Oct "°� ) I gg• \ SUN PORCH ( 21 ?S�Z6Z1 62" 'yw o it rr' / \I\ AREA RESERVED 1 I \\ f I \' \�3�9 -- e- • Z 'Zed . 26.26 / 1\ FOR POSSYBLE ( 13 1 I J FUTURE SEP77C t Z I \ \\ I?\\ - \� UPGRADE ! t J ILY WOOD NFRAME DWELG SINGLE LING PROPOSED 8 STEPS nrkDS _R4S RS W / F--11. \ J BL�IL�S>ANE 7RFA8� EXISTING(LAWN I l \ HOUSE No. 85 ( \\ \\ \\♦ 26 64 2`�9, ( Zg91 ! i ' 1 FIRST FLOOR EL = 27.1' 2`�' PROPOSED GATE �-Z -——— "z J / \\ pep \ "2 OPENING OUTWAR -t -- co'N \\ Z"• LATCH aV INSIDE N ANN\\ ! z UALIPERENN/AL \ \ \ f - SEASONAL COLOR \ \ \ \ HROUGHr IRAN FENCE \ \ e LOWER RACE UPPER TERRACE Ro ^ 2 , RAIL S7JPPAR7$ 4 O.C. '` ?f TYR I IVA7J'VE FIELD-MIW NA naPS7ONE \ g \� \ RETAINING f-A4 RETAINING — d \ \ T.W.=20, -T•W=22 -- ibn. Z"� \\ WIN A MINOR ZZ, z �TYP. ZZ �� - \ N \ D*e. R/VET HEDGE SCREEN EXISTING\ BRADFORD EDGE OF \ 3=CAL - j VEGETATION BAC\KfAS Y PI ��09 \ EXISTINb DAWN \� :... \\° 2` ROCK FAX BLUESTANE 3 \ �g 14_ N!D£ COPING------- 1 \ � 3 r:�:• Y--- R \ POOL \ A°nONAL LOCH 7/AN EQUIPMENT i :: AR RAISED SPA W/ & fV7VR£ PRc SEd-PDaL— SPILL WAY BACK INTO —— W 33.0 POOL s13� POOL. Z La z I \ �► O Z z \ \ R O �, W i 0 d o \\ T6 r \ 2"ROCK FACE BLUES TONE z I ♦ 14` IND£ CAA/NC 3 T \ ? PROPOSED I 2 �, EXISTING LAWN W/ 1-1/4` - // i' I LAWN \ �� ) OPENINGS PROPOSED SERVICE GA TE \ \ \\ \ , s� // / OPENING OUTWAR \ - W� \ I / / / LATCH AN PROPOSED EXIS�'ANG 4' CHAtNUNK FENCES /� 4' CHA/NUNK W/ �/4 OPENINGS \\ \\ EXISTING GATE OPENING FENCE 8=f0'LE�2AN0 CYPRESS \ :�A.2 v TWARD W/ LATCH ON W/ 1-1/4` W6rTA77W SCREEN �� z INSIDE OPENINGS O / W ------ ABUTTERS ° PROPOSED GUEST LEGEND. z 1 —0 - 0 — EXISTING WIRE FENCE _----------- ' 1 I 0 / P EXISTING 4 CHAINLINK FENCE \\\ // W/ 1-1/4" OPENINGS / c\ 24----- EXISTING CONTOUR LINE I t -------------' / �s. EXISTING SPOT ELEVATION EXISTING DECIDUOUS TREE ���,�b� w \ I \ \\ EXISTING CONIFEROUS TREE U. z �\Z W II �\ \� PROPOSED NATIVE FIELDSTONE WALL � -b _I \ PROPOSED WROUGHT IRON FENCE W/ RAIL SUPPORTS 4" O.C. z\ PROPOSED 4' CHAINLINK FENCE W �/ W/ 1-1/4" OPENINGS // ?.F-- PROPOSED CONTOUR LINE X f6t3 PROPOSED SPOT ELEVATION PROPOSED PRIVET HEDGE / / PROPOSED ANNUAL/PERENNIAL 5 /�//� /0�//' PLANTINGS : . � � aPROPOSED VINCA MINOR 1' O.C. i� : I I � // 4/4 ,� I Gr //' ' ,' PROPOSED BRADFORD PEAR 3"-CAL. /// /'-'` / �� P i / PROPOSED PURPLE LEAF PLUM 2"—CAL. " .. �p�j loe 41 { /j/////'• 9 /� PROPOSED KOUSA DOGWOOD 2"—CAL. /' PROPOSED LEYLAND CYPRESS 8'-10'WE " /' E� THIS PLAN /S BASED ON A PLAN 777LED PROPOSED CHERRY LAUREL 18-24 "WETLANDS PERMIT PLAN" AT OCEAN AVENUE, HYANN/SPORT, MASS. FOR PETFR & L/SSA. PROPOSED PROPOSED NIKKO BLUE (/ STEPANEK" DATED FEBRVARY,23, 2001 BY { HYDRANGEA 5—GAL. BAXTER,NYE, &. HOLMGREN, /N . I PROPOSED ROYAL BONICA ROSE 3—GAL. — I RECEIVED PROPOSED INKBERRY 18-24" GRAPHIC; SCALE ACT 3 0 2001 20 0 10 20 ` 0 TQVvN OF BARNSTABLE PROPOSED DAYLILIES 1—GAL. Zz� IN FEET ) 1 inch I - DATE, 10/1/01 POOL & LANDSCAPE PLAN _` ;,.�", t , ,Ns. DRAWN BY, ARG 1 J r - � �� DWG # X � �. X.. ��. � CROSSROADS q. { PETER & LISSA STEPANEK * ; �� * REVISIONS _ LANDSCAPE 8� _' POOLS 49 OCEAN AVENUE 1 OF 1 ;� P.O. Box 270t CUSTOM DESIGN & CONSTRUCTION HYANNISPORT, MASSACHUSETTS ,� 49 Roger Road Orleans. -MA 1�A 02653 508---240--0900 APPROVED By, _ A , �I PINEWOOD RD STETSON LN U p O �J I SOUTH ATE DR OCKER TEWART DR N CREEK j ILL RD E Y' D h � OCEq O � J EOG� A \ LAC US 2 �� 24 \ HYANNIS HARBOR 0 LOCATION MAP N q N TS ASSESSORS Wp0 q \ MAP 287 PARCEL 121 ,r V OF ZONES: V AQUIFER PROTECTION OVERLAY DISTRICT 12• CEDAR 30• MAPLE 7616�, �. ZONING DISTRICT: RF - 1 MINIMUMS 22 E AREA = 43,560 S. F. Ask FRONTAGE = 20' ,: = IDS 12• CEDAR WIDTH 125' , FRONT SETBACK 30' SIDE SETBACK = 15' CLUSTER; OF REAR SETBACK = 15' CEDAR TREES i L� STpH 02 Ott FLOOD ZONES: C, A10 & V10 FIRM COMMUNITY PANEL No. 250001 0006 D REVISED: JULY 2, 1992 Y ; 2� L. C. CB FND AS SHOWN ON THIS PLAN 2v�V4v ,� '�`. EL = 23.54' EXISTING SEE NOTE RE ORIENTATION/PLACEMENT CESS,POOLAl ELEVATIONS REFER TO NGVD Q REF MASS DPW 113 C EL = 12.32' I �Nc yo s 7 ' p i . 2 O 'T' 0)j 5 Cl) policy f , 14' MAPLE 26' SIC STONE WALLo . MAPLE EXISTING 12' WIDE SPIGOT r' 3 1/2' HIGH-, \ 06 r C ' � _ ~�•- Z LA W N a 22 R� STK SET EL = 21.76' Y �q , Z 0 N E C CB D -- EL = 15r46' CB FND EL - 16.12' METER PIT ® ' N R GATE - WATER VALVE VALVE _INE Q _ - Y POLE 12 - -- -- i I LINK FENCE FENCE - x x— C COVER ✓T M _WALL f RETAINING WALL MENT FOUND —E3 -IOLE SET00 �,',, ,y --WETLAND RESOURCE AREA DELINEATION i Q BY_ENSR N JANUARY S, 1998 FLAGS A= -- A-5 - TOP OF BANK i p FIELD LOCATION BY BAXTER & NYE, INC. loe JANUARY 21. 1998 ZONE Al O `t ( EL 15 ) Z O N E 14 2 cr A75 � o - \ A-3 A-4 SHED EXISTING CONDITIONS A-2 A-1 STA1R5 - . M, - AT - N � ��- -' i - — T-urr i gP OCEAN AVENUE "'STAIRS io- --' -_- =r a T-T-0 r>r HYANNIS PORT, MAS RECEIVED -Ef1GE OFBEACH GRASS FOR OCT 302001 -- - _..•/- PETER AND LISSA STEP �4�.aL R�RNS T Aa E 5 SCALE: 1" _ 20' SEPTEMBER 20, 2000 BAXTER, NYE & HOLMGREN, INC. INS 812 MAIN STREET Z O N E V 1 0 R M A S , OSTERVILLE, MASS., 02655 \ P I N (508)-428-9131 O F � ( EL 15 ) �- GRAPHIC SCALE 20 0 10 20 40 80 RE ZONES V10 & A10: FLOOD LINES DIGITIZED USING TOWN OF BARNSTABLE GIS SHEET ( IN FEET ) WITH SURVEY LOCATIONS OF EXISTING BUILDINGS ON LOCUS AS BASE. 1 inch = 20 ft. H:\2000\2000-71\survey\worksht\20071 ws.dwg Zdl 0002 CO 41 :9; 61 daS and 6Mp'sM;LO02\ius�JoM\A1 &H(1S\iL-000�\'-oc)CiU'`"