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HomeMy WebLinkAbout0002 IRVING AVENUE - Health 58 Marchants Mill Road Hyannisport A= 266-031 i i I No. l Fee 1 2_©6?r-©R 1 THE COMMONWEALTH OF MASSACHUSETTS j Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MAS4ACHUSETTS ZIpphration for Miopaal bpgtem Cougtrurtion Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) XComplete System El Individual Components Location Address or Lot No. S$ i I Q j J Owner's Name,Address and Tel.No. 5105�-77✓5-G,S 46 9j , !-(�vwhts ttoorl` G/vL�� Cclf/I7rsrvrf+ananci Sires l-l�'ann�se�nrF Cfub Assessor's Map/Parcel 2rvi.+y �chv�, P0-�a� Z mo Z/vb` eye a G3/ L e� r7�S cr s e 02av� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 52�6— 771—7-50 Z;eY't, )j � "v�• 0-1 uHvtis eZ�G+� Type of Building: Dwelling No.of Bedrooms Lot Size /S6 gars sq-€e. Garbage Grinder(JV®) Other Type of Building ,., nl&A41 No.of Persons Showers(k) Cafeteria Wq) Other Fixtures 36 te—,e rer &tin Design.Flow gallons per day. Calculated daily flow 1060 gallons. Plan Date Z Number of sheets VVIC Revision Date 3-13-C*' Sl e-eP 6-Z ?j4Z� Title -5enflG /r - &vCr.�nl5✓✓cr� Size of Septic Tank 1� Ile"& -f Ai! ��,.oc�,ac�F Type of S.A.S. _�6 saec Description of Soil re_6,. .1-d iE�m„ I I cam,s e-. 1214 h P- I Z 0!0 3 1 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 of to place the system in operation until a Certifi- cate of Compliance has bee ar is Bo of Healt Sig Date tq Application Approved by Date Application Disapproved for the following reasons `h qN �7 Permit No. Date Issued —————————— — r""r"t�'.t.'�k..'� o-�°t• i �.. �� Mt ;. ._..,. .. _._. ♦_. ..._.. '.'r+w.�'"tF 1 lr ^wif�ib^vr'sr '.-. ww •'�'Krvanw/ ^--a..rw•.*`Y-: yr�v+� }/G�{ .su ,F,- .c..+s-rr•' a�,,,., a '"rT'r°�'!,-,-""r"'•� ,, „�' in �iay*'` I�= s . ..w-.. No. 0 J-1 i. l Feel J 06 e (99 I THE COMMONWEALTH OF MASSACHUSETTS Entered in computers Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE.,MASSACHUSETTS ZippYication for ;Digpo!,,6ar *raem Cootructio'la Permit Application for a Permit to Construct{X)Repair( )Upgrade( )Abandon( . ) Complete System ❑Individual Components Location Address or Lot No. S$ 1 Ylors. h t-s 0,(( XcQ Owner's Name,Address and Tel.No. `7? '666 9' Gaff iyluinlancincc, Si1�. Niu�maporF Ci�}, Assessor's Map/Parcel ;F �Crv1.+y Aw-nur, ,. h'IFj� 2b6� farce/ 03/ !� a rims �rt , f'�/a�5 D LGN7' i Installer's Name;Address,and Tel.No. Designer's Name,Address and Tel:No. 5"08= 771-76-6 ',-ut 73 Si1iaphen A W i 1500.1, p \—}�V6"1J'y�t 1, y 01 Type of Building: Dwelling No.of Bedrooms Lot S.ize0154 a szl"f� Garbage Grinder(A, Other Type of Building " n?c t.�t No,of'Persons. Showers(k) Cafeteria(A1m) ~ Other Fixtures 38 Design Flow gallons per day: Calculated daily flow ` �� gallons. Z—4p —O 9' 3-/3-C*' $h¢r.0 she Plan Date Number,of ets - Revision Date Title c��irc s .� /kh /�`,ar,nis�-rc�l CA/ Size of Septic Tank ` Soo //ans /✓° '!4 ' 4�4U Type of S.A.S. 711' o'� $b '`Z '�Z Description of Soil rc�r+� .lo i i 10n 5 to of el 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 ell in accordance with the provisions of Title 5 of the Environments Code and of to place the system in operation until a C�ifi- `' cate of Compliance has bptrissu l q' o of Health. / r . 2r ,1 Stgne Date r M Application Approved by _ Date p -- �- Application Disapproved for the following reasons 'w N p e7 + v P rmi t N . °'Date Issued e t o 1 THE COMMONWEALTH OF MASSACHUSETTS R' BARNSTABLE, MASSACHUSETTS , Certificate of Compliance THIS IS TO CE TIFF that t O. - ite,Sew,a S is osa ystem Constructed(p aired ( )Upgraded( ) Abando d )by t/ 06 � / J at � �J 4")/5 has been constru"ec�iri accordance with the provisign of Titl 5 a th of Disposal System Constnactton PermttNo.;. ` dated if/" Installer ` � r a o -1 Designer ' 1 Cv The issuance of this pe t Thal t�je .onstrued as a guarantee that the sy " fu_nction;ass design.d. 'f ✓f rj / " Date �, �� r �CJ Inspector /F ✓red f, 1 '' ar J J�. No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BRNS;TABLEMASSACHUSETTS Misspogal *roem Construction Permit Permission is hereby granted to Construe .( )Repair( Upg d ( ) bandon( ) System located at �6D rnarr— t. s 04A� �r 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:Constructioon must be completed within three years of the date of this-permit. Date: Approved- Date: by Transmittal Letter To: Board of Health r200 Main Streeet Hyannis, NIA 02601.� f Attn: 1�:)onoa g2ariqwo,' From: Stephen A. Wilson, P.E. Subject: Date: 6 zg— zalwS- We are sending you ®Attached ❑Under Separate Cover The following documents: ❑Prints❑Order of Conditions❑Variance Approval❑Recording Slip ❑Septic System Permit ❑Notice of Intent. Other DATE QUANTITY DESCRIPTION ! or one art rrx c These items are transmitted as checked below: of co ❑ For Your Use ❑ As Requested ® For Your Files CD ❑ For Review and Comment ❑ For Recording ® As Required Other: Additional Distribution 13at4YsIehFi Cogs ��. T FT2-)47 cr�T_ 6:dunka' oKC File No. 2 CK�7—o&a3 Baxter Nye Engineering&Surveying Phone:508-771-7502,ext.13 78 North Street,3`d Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com TransmittalLetter5.doc Town of Barnstable i. Regulatory Services Thomas F.Geiler,Director iBARNSTASM 4.. MA i63Q_,e Public Health Division ► " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304. Installer&Designer Certification Form Date: G /f o8 Sewage Permit# ZbCS-OS/ Assessor's Map\Parcel M 24,` P-(031 Designer: 51W`t-, .A. :1-A P.L.. Installer: f3o r-L!!e-+. Cr ta+. Address: Address: F o.l3o-x- 70(4 78 Q.eux bJ-r V I(Is On 3 I3 IZOV8 '3 ckn Is*t Cw►.tahnenhm was issued a permit to install a (date) (installer) septic system at 44i#- 14tA414NlS pgr* C I ot_. wU&-r", 4 based on a design drawn by (address) n);i 1 w2co. SszR!1w A. U);LSti,. l?c . dated 2-`-o? (designer) �C 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 certifie -built by designer to follow. W Of STEPHEN ,^ / - AUYN (Installer's Signature) a WK SON -4 No.W216 cry IAL (Designer's Signature) (Affix Designers tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DMSION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc SOL LOGS DATE : P 1Z063 CONSTRUCTION NOTES: BARNSTABLE 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE SOIL EVALUATOR: BOARD OF HEALTH AGENT: WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, STEVE WILSON, P.E. DONNA MIORANDI, R.S. 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY �T`EST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 �AC� ARE LOCAL RULES & REGULATIONS APPLICABLE. A REOUF�►IIB�Tg 0" G.J.E. = 23.8 on G.S.E. = 23.6 on G.S.E. = 23.0 on G.S.E. = 22.5 NITROGEN LOADING LIMITATION: NA 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY COMMERCIAL- 30 LOCKERS THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED Ap ; 10YR 2/1 SANDY LOAM Ap ; 10YR 3/3 SANDY LOAM Ap 10YR 3/2 ; SANDY LOAM Ap 10YR 3/4 SANDY LOAM x 20 GPD/LOCKER WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. TOTAL DESIGN FLOW = 600 GPD 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, 10" (ELEV 22.97) 16" (ELEV 22.26) 9" (ELEV 22.25) 8" (ELEV 21.83) NOTIFY THE BOARD OF HEALTH AGENT AND DESIGNING ENGINEER B ; 10YR 4/6 ; SANDY LOAM B ; 10YR 6/8 ; SANDY LOAM B ; 10YR 6/6 ; SANDY LOAM B ; 10YR 413 ; SANDY LOAM PERC RATE = <5 MIN. / ►NCH (CLASS 1) FOR INSPECTION. LIAR = 0.74 GPD/S.F. MIN. ffACHING AREA OF SAS, REQUIRED: 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 2" ELEV 25.13 14" ELEV 22.43 19" ELEV 21.42 18" (ELEV 21.00) 600 GPD/ 0.74 GPD/S.F. = 810 S.F. MIN. PVC. UNLESS OTHERWISE NOTED HEREIN. C ; 10YR 5/8 ; MEDIUM SAND C ; 10YR 6/8 ; MEDIUM SAND C ; 10YR 6/6 ; MEDIUM SAND C ; 10YR 5/6 ; MEDIUM SAND PROPOSED sYM: 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE 6 - PRECAST CONCRETE FLOW DIFFUSORS LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 144" (ELEV 11.8) 144" (ELEV 11.6) 144" (ELEV 11.00) 132" (ELEV 11.50) WITH 4' OF STONE ON SIDE, 4' OF STONE AT ENDS 15.255 TO THE TOP ELEVATION OF THE SAS. SIDEWALL AREA: (56' + 12)4 x 2' DEPTH = 272 SF BOTTOM AREA (56' x 12) = 672 SF 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN TOTAL EFFECTIVE LEACHING AREA = 944 SF LESS THAN 3' OF COVER. SYSTEM DESIGN CAPACITY = 944 SF x 0.74 GPD/SF = 698 GPD TANK SIZING: 600 GPD x 200% = 1200 GAL USE 1500 GALLON TANK MIN. 7. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT NO WATER AT 144" (ELEV 11.8) NO WATER AT 144" (ELEV 11.6) NO WATER AT 144" (ELEV 11.0) NO WATER AT 132" (ELEV 11.5) LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTINGUTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF PERC ® 60" (ELEV 18.80) PERC ® 66" (ELEV 18.10) EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE RATE= <2 MIN/IN RATE= <2 MIN/IN WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND CLASS I SOIL CLASS I SOIL HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS DESK�N 9C�-EDIJI� ELE1/AT10N REQUIRED. EXISTING FLOOR 21.6 SEWER INVERT AT FOUNDATION 19.2 INVERTSEWER 19. 1 SEWER INVERT OUT OF SEPTIC TANK 18.8 SEWER INVERT INTO DISTRIBUTION BOX 18.6 SEWER INVERT OUT OF DISTRIBUTION BOX 18.4 SEWER INVERT INTO LEACHING SYSTEM 18.0 BOTTOM OF LEACHING TRENCH 16.0 NO GROUNDWATER OBSERVED TO ELEVATION 11.0 4' Marchant's Mill Road s uNlrs 8 4 12 Hyannis Port, Massachusetts ~L, PREPARED FOR 48' Hyannisport Club 56' .. TIRE PLAN OF CONCRETE FLOW DIFFUSORS Septic System Plan TYPICAL SYSTEM PROFILE NO SCALE NOT TO SCALE IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER & BAXTER NYE ENGINEERING & SURVEYING COVER FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" EXISTING (AWUST TO CONCRETE GIB BELOW FINISHED GRADE: FINISHED Registered Professional Engineers and Land Surveyors MANHOLE covfR �""� 78 North Street, 3rd Floor, Hyannis, Massachusetts 02601 FLooR=2t.s Fn MED WADE OVER TAW 21.0'1 • i: Phone - (508) 771-7502 Fax - (508) 771-7622 FINISHED GRADE OVER D. Box = 2t.5't MANHOLE FRAME AND FEED GRADE OVER LEAG�INVG ►a = 22o COVER TO GRADE 3A" - 1 y" FIRST 2' 0 BE LEVEL WASHED STONE 4' SCH 40 PVC >; ;, 3 ) 9" (min) Cover (IF UNDER PAVEMENT) f�) 02X - ♦ SCH. 40 PVC OL" ( then O 2.Ox 36" (max) Cover 20 0 20 40 6. MIN 4 SCH 40 PVC O 2.0% O 2.07E 2 6" SUMP •, 4" SCH. 40 PVC -� CONCRETE FLOW DfFF1I50RS COMVECTbN 2'PEASTON - SCALE IN FEET Le ,.s i� J.fCr.•�F:'.l'T i;' Y, KEY' i L.•S.l'i��! .�.',: • " l r-�'': _a,. ~•� :i'. SCALE: 1 20 ^•c ` ♦ DUI. PVC - .• t ✓. �7nJ EiAFFIE r�•:�, .-Yr f :. t 3•te ... :'. 24 .�i...�.,,•Y`S •.•. iy,i O O v ..i. .5..►•,:.. ?'•.�•:" El = O O O EFFECTIVE •p���/�p/� /yyy.p�� . 2Q Q 1� N ORM WItiRGIG •^,•+ s V!{VJI7GV I •..•t t'' r.r�r:iti i-.s, CRUSHED - %»�! X t.. STONE �;; x � ,.i •�`r'•�.: t :•r �.•,���,� * �. ti ; • DEPTH 12 , .✓tiY_ ,- C7/W .f i. �. : •.. .�=:Y- r.. ,..r?c {. S•.:�4r. r_.(. M� :1.. ,•'.,. t-�, jy1 J.VnE I i •: ~ti•: '•�•,'.r. fL. ':.ry-M.,..�.:'. .!. r t' /V 4r Tr s• ,,.. `• . .T `.•`��:•.` r;.' ^•7 ,.' • • 4 4 4 \1 '12' =� a.. 1 e.o DATE: 2-6-08 5' MIN �� � ' o Q' ZOW GAUXIN 1*o-00W �T"0120 DEIMUTION WX F"DFFLOM + No Groundwater Observed o Elev. 11.0' CONCRETE LEACHING CHAMBER DETAIL c1�s isTE SEM TAW TO TO BE BE 09 PEM O CLEWD ANNUALLY H-2D H-2D (H 20 LOADING) ��0�lAL 2 1 SW P/14/08 Z000 GALLON SEFIX TANK NO SCALE 311 24ce 1 SW 1,3 TWO COIiPA NAIT SEPTIC TAN( Cw2 NO. BY' I DATE REMARKS DRAWN BY. DESIGNED BY: ICHECKED EIY: DR4WW R 0: 2007 2007-063 suroe worksht 2007-063SP.dw 2007-063