The URL can be used to link to this page

Home My WebLink About0078 PITCHER'S WAY - Health 78 Pitcher's Way Hyannis A= 289 -061 TOWN OF BARNSTABLE J` (LOCATION 78 RTICHERS MAY, HYANNIS SEWAGE #2005-368 VILLAGE,._ HYANNIS ASSESSOR'S MAP & LOT 289061 INSTALLER'S NAME&PHONE NO. ELLIS BROTHERS CONST. CO 362-6237 SEPTIC TANK CAPACITY Ikoja 1t i-r LEACHING FACILITY: (type) as (size) ICX&3 X :40_ NO.OF BEDROOMS BUILDER OR OWNER MARLENE HAHN PERMITDATE: 7/29/2005. COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility '�"'° `'Feet Private Water Supply Well and Leaching Facility (If any wells existr;ti«.. 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 r 0 4a3` L3- 3 2' c 915 4 ` I D xq�{Icyl co 1 ( I No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for 30iopooal *potem ConAruction 3permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) ❑Complete System O Individual Components Location Address or Lot No. -7r- /0/Tc h-C Owner's Name,Address and Tel.No.Assessor's Map/Parcel P®/ / � "7 n `'� �► v 7 yj�_G iv-/r"/� —7 P O' /�0 Installer's Name,Address,and ill Tel.No. O Designer's Name,Address and Tel.No. � Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 5'e P Nature of Repairs or Alterations(Answer when applicable) Se-2 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 Health. Signed , Date.a- Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued +, No { ','i n• , Fee _ Entered in computer,;, VTHE COMMONWEALTH OF MASSACHU �ETTS a+ s PUBLIC HEALTH DIVISIO.Nr-TOWN OF BARNSTABLE., MASSACHUSE'T�+TS ZippYication for Mtgpogaf OpMem Congtruction Permit x Application for a Permit to Construct Repair( )Upgrade.( )Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No..7� 07 f Owner's Name,Address and Tel.No. Assessor's Map/Parcelwl jr ft, 7� /°i�'e ly.r Y�'1�� Q•� �g�p f 4- .Ir/ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5 aJ2J�o� Cc—r-t z S S rl Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow �> ? ' gallons per day. Calculated daily flow gallons. Plan Date_ /� f✓ s Number of sheetsTM ` Revision Date Title j ,Size of Septic Tank ' i OType of S ASS. Description of Soil S-c eo Sc, , V 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 W in accordance with the,provisions of Title 5 of the Enyironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board gfHealth. t. Signed ; -• _o-_--.. e 1\ Date_ - S Application Approved by Date Appli6ati6n4Dis4pproved for the following reasons Permit No. Q(7V!5 —3 Date Issued _.. -- --- !------------------- ----- --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Comoliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by 1;11,S f f.,i k,o rf I Cc nSZ- (�+, at F- CId A41 tv has been constructed i accordance with the provisions of Title 5 and the fo isposal System Construction Permit No,,!Q!�P 5 3 dated 7 Installer t'�/!, a^� J ;_ rev,C/ . Designer Lt/-T 9 L The.issuance of this permit fall not be construed as a guarantee that the sy tern will function as d�i -ned. Date 2 ��C Inspector i //WE .> (. Y No. � -— Fee C�` a THE COMMONWEALTH OF MASSACHUSETTS �'� i PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS, ligpogat *pgtem Cotfgtruction ermit� Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon System located at 0 Loo I G ho , 1)C r pr and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her d?qy.t,to_- comply-with Title 5 and the following local provisions or special conditions. Provided:Construction must b completed within thi" years ef-the dat of this errrl't. •� Date:_� `� Approved \ Town of Barnstable Regulatory Services *1 Thomas F. Aker,Director SAM s4y�1. �o Public Health Division Thomas McKean,Director 200 Main StreetY Hyannis,MA 02601 Office: 508-862-4644 Fax: 548-790-630A Jastakler& Res cr Cie llsggc Date: AM 12,1)0S Designer: �LA A L�5 Installer: _ffis-1 air S� VI, Address: (A Address: �`' , PDVX vU, .__._. _® 62-(o`T on��`� ' 0 y B-n-S _was issued a permit to install a (date) (installer) septic system at PiC'Gova-S WAY, VL i-S based can a design drawn by e tad,: )s)s w�} A� .�' W16A L 5 dated -�0, Zz" o'�' ( ) ww i certify that the septic system referenced above was installed substantially according to the desip, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. U/I certifya that the septic system referenced above was :recalled with major changes (:,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. Flan revision or certified as-built by designer to follow.. OF m4s g�: LISA C. -.. - =.� i LYONS ; N� ( �s er s Signature) lIC. 111143; � 9 • C� si S S tuxe) ____._ (Afe s1gner'staE I F S- Q°HewtSWiVD04per catficadon Form l ct DESIGNER CERTIFICATION MIN: 12"COVER 3" 1/8"- 1/2" WASHED STONE 93.6 \ 0' 91.6 �\ 3/4"-'1 1/2"DOUBLE WASHED'.STONf� 3."� 31.0' 3.54 38.0' BOTTOM OBS 85.7' Due to unforeseen circumstances, the building sewer exited the building lower than the original plan indicated. On August 10/05 a deep observation hole was dug to 148" (elev 85.7) . The soils remained consistent and no groundwater was encountered. The bottom of the SAS is now at elev 91.6 . There is a 5.93' separation to the bottom of the deep hole. A vent was added since the system was >3 feet below grade. I hereby certify that the system was installed with a change in vertical elevation, and that measures were taken to ensure protection of groundwater. MASSAC, �? i S*v' •: N� 'sa C .Lyons, .S. 7- c ��- J • •` G g� �a• + •'� J brUL-13-2005 11 :02 AM LYON5 antsr7n7zr0 V..0a -' KIM Notice:, This Form h To Be Used For the Repair®f Failed . Septic Syste®s Only PERCOLATION TEST AND SOIL EVALUATION F,XEMPTION FORM .hereby certify that the euogineered plan Signed by me dated c�(.Z o� 60nowning the p,WP"located at r( It<.Mft'YLS IN t.►1S meta iu of the follow""harias . •' `This failed"em is connected to a residential dwelliog.only. 'There are no commercial or.. bu k siness uses associated with the dwelling. ® The soil is clamifred as CLASS I aid the percolation rate is less than or equal to 5 minutes per inch: The applicant may use historical data to conclude this fact or may conduct ' Preliminary teats at the'site without a health agent present. • There is no increase in fiown&or change is use proposed • There are no variances requested or needed. e The bottom of the proposed-leaching facility-will be located no low dun five feet above the maximum adjusted groundwater table elevation.[Ad}fiat the groundwater table using the Frimptor method-when applicable] Please eompiatoe the fbQm:iag: tj0 CSlrbtOut�- �� . A) Top of Ground SwfiwA Elevation(using PIS iafotmatioia) B) G.W.Slavatiou +adjustment for high G.W. _ DIFFBRBNCE BETWE A and B SIGNED: DAZE: . W& 2,7 0 NOTICE Basid'u pon the above m&mation,a repair Permit will be kwW for� per. bedrooms maximum. No additional bedrooms are authorized in the fixture without elagianeered septic system 9•Hem bider 1 I I- 1500 GALLON SEPTIC TANK DISTRIBUTION BOX HIGH CAPACITY INFILTRATORS - H j0 CROSS SECTION Focus PLAN NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 100.E 20 98.0 WEST MA COVERS TO BE WITHIN 6"OF GRADE �\ N INSPECTION PORT TO BE WITHIN 6' OF GRADEA. - i a"scx ao F.V.C. 3"nwn�IUM ^ MIN. 12"COVER \ 4" CH.40P. .0 4"SCH.40P.V.0 ° "- " HE'I).STONE �� L S 3 1/8 1/2 WAS d EXISTING 13 3° �- V d C v n 97.05 g� , H 3 a/ V 3 l,4 5 O / a 97.3 96.8 \ 0' .92'f 4.0' 96.6 96.0 10.0' 94,0 \ n. i 3/4 -11/2.p0(JBLi WASHED STOI.0 / 1.08 MIN / / • i/ i//i//i//i//i//i//i//i//i,//i/�i, i,//i,//i//i,//, i /i �i /i, i i, i, SMITH I 6".OF;STCIZEiJiiITE&4ANK.::;:.;i:,; 10.5' 3 5' 31.0' ' 3.5' 1-4' 2.8 4r 38.0' TTOM OBS 86.8r 10.8 ZONE II SITE SPECIFIC NOTES FLOOR PLAN DESIGN CALCULATIONS GENERAL NOTES REPLACE BUILDING SEWER IF PIPING ALL PIPING TO BE SCHEDULE 40 P.V.C. IS ORANGEBURG NOT TO SCALE EXISTING BEDROOMS 4 ® 110 G.P.D.= INSTALLER T❑ NOTIFY DESIGNER 24 HOURS 440 G.P.D. ALL LOCATIONS of FE AND RE TO ARE As MARKED BY DIG-SAFE AND ARE TO BE VERIFIED BY INSTALLER PRIOR TO PRIOR TO BEGINNING OF JOB TO C❑ORDINATE CONSTRUCTION INSPECTIONS NO. OF UNITS 5 DEPTH BELOW INV. 2' THERE ARE NO KNOWN WETLANDS WITHIN j WIDTH 10.83, 100. OF THE PROPOSED LEACHING FACILITY LENGTH 38' UNLESS SHOWN. �� T` FIRST FLOUR THERE ARE NO KNOWN POTABLE WELLS FACILITY. y Y(v� SIDEWALL AREA 195.32 SF 100' OF THE PROPOSED LEACHING FACILITY. 9 BOTTOM AREA 411.54 SF THERE ARE NO KNOWN IRRIGATION WELLS TOTAL SQUARE FEET 606.86 SF WITHIN 50' OF THE PROPOSED LEACHING CAPACITY SIDEWALL 00.74 144.5 G.P.D. FACILITY BEDROOM BEDROOM THIS PROPERTY DOES NOT FALL WITHIN A •A Q e r��j BEDROOM DES CAPACITY BOTTOM f� 0.74 304.5 G.P.D. FLOOD ZONE AS SHOWN ON FIRM MAP Gll l ivJ�i I CAPACITY TOTAL 449.0 G.P.D. sTAms THIS DESIGN DOES NOT REQUIRE VARIANCES To BATH TO TITLE 5 (310 C.M.R. 15.00) OR BARNSTABLE B-SUNT M. TEM NOT 'DESIGNED TO SUPPLEMENTAL REGULATIONS. L✓. �+ ATE A GARBAGE ALL CONSTRUCTION SHALL BE IN ACCORDANCE LrVING DINING DEN DISPOS NTHREG TITLE 5 AND BARNSTABLE SUPPLEMENTA AREA IN-LINE E ATIONS PROPOSED AS-BUILT SURVEY INFORMATION INV. �WHousE (EXISTING) PROPERTY LINE DATA FROM INV INTO TANK 97.3 TERRY A WARNER SURVEY 6/21/05 Benchmark set I BASEMENT Right cor. conc. top IP °� , INV OUT OF TANK 97.05 E1.=98.10 (Assumed) / 3 INV INTO D-BOX 96.8 PLAN TO BE USED FOR INSTALLATION OF SEPTIC SYSTEM ONLY INV OUT OF D-BOX 96.6 INV INTO INFILTRATOR 96.0 O FAMILY ROOM BEDROOM y NOT FOR DETERMINING PROPERTY LINES BOTTOM OF STONE INFILTRATOR 94.08 BENCH MARK - WATER TABLE NONE ENCOUNTERED RIGHT CORNER OF STEPS 98.1(ASSUMED 98.31 - STORAGE LAUNDRY >3'10, E ;' 1 J "� OBSERVED BY: WITNESSED BY:ry DATE:+ STK/TCK/FND (+OTT LOGS JUNE 3 2005 LISA C. LYONS UNWITNESSED SOIL EVALUATOR SEE ATTACHED FORM 16191 00 4�/ .y 103.8s - :- ._... - OBS. HOLE #1 OBS. HOLE #2 STK/TCK/FND 102.74�..__I 8.39a .._. ,_:, . 99,04 .� ELEV. DEPTH ELEV. DEPTH TP I ,� 98.2 0" I97.8 0„ __. #78 TP 2 `+ v A LOAMY SAND A LOAMY SAND 11TppDF (Maln) / , 1FT40A 90 97.6 10YR 3/2 7„ 97.4 10YR 3/6 5�� IJJPY g Q. 4 i 98 8 B LOAMY SAND B LOAMY SAND M 1 98A 10YR 5/6 10YR 516 wMM �Q, TOF (Walkout iFT-OAK r 96.2 24" 96.1 20" `-• a a fP� 100,60 (Assumed) ` n I C MED/COARSE SAND C MED/COARSE SAND o 40,E 102.70 m 2.5Y 614 52 2.5Y 516 Vj `, 1 $' 88.2 20" 86.8 32„ iC 0 GROUNDWATER ENCOUNTERED0 GROUNDWATER ENCOUNTERE CESSOOLS TO BE REMOVED Pa ved Drlve Garage - � � PER(RATE<2 MINS./INCH G/SHUT-OFF 100.47 100 �r loo�Trr--------- ------` ROPOSED 5 INFILTRATORS IN A 2. X TRENCH 38' �! o's ao•••••GPI, �� r`. s�s PLAN SHOWING: s �%S% % � j PROPOSED SEPTIC SYSTEM REPAIR IN BARNSTABLE %. ,�� Jiiii WLQ�� 5 FOR: DRAWN BY: LISA C. LYONS i ire MARLENE HAHN DESIGNED & CHECKED BY: `�C. �� .r♦ LISA C. LYONS •i• E � �r<V�� LOCATION: REVISIONS: DESCRIPTION: DATE: �e'••a:a•:•',��;��,► 78 PITCHER'S WAY,HYANNIS �I��S LOT#: DATE: ir�irr� M289 Pohl - ISA C. L ON R.S. --- SCALE 1 . 30 LYONS , N ( I CERTIFY THAT THIS PLAN CONFORMS TO S � Cj� L Y0 I V S I R , S. i5�g 790_92 TITLE 5 AND BARNSTABLE B.O.H. REGULATION (774)487-163 (EXCLUDING WAIVERS SPECIFIED) HYANNIS, MASSACHUSETTS �I