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HomeMy WebLinkAbout0076 KELLEY ROAD - Health (2) 7� lr-e /, Z- woad _ Ck rJr7 iS r _ i i No. 2027, � Fee*/5 / t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer PUBLIC HEALTH DIVISION TOVIIN OF BARNSTABLE, MASSACHUSETTS Yes T(pplitation for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location.Address or Lot No. `//1WI S /Owner's Name,Address,and Tel.No. Assessor's Map/Parcel -f-C.o�.j Ci$T `1r � � fv Installer's:Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. "1'06101 +-W-4)ca C' )�yb 5143 6w�j 14,AA4 .1U4rr©n? Type of Building: eq Dwelling No.of Bedrooms Lot Size / K $/" sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 57-50 - gpd Design flow provided 7 fp gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) " Ja —PAAlj&- L4— M a,al /"~Pwt:�, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance-with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed _ G�A.•.,e^'" Date Application Approved by 17 Date r, r .Application Disapproved * V Date for the following reasons Permit No. Z.t)7.2.. 2- 1. Date Issued 4 /1 / 7�j'ZZ 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 t-s�'"1 m o ly b C19 Tgr:I 1 A o at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No d-1S2 dated q l)j �7-7— Installer (�Gc, ( �. ,s Designer ' #bedrooms Approved design flow C6 U gpd The issuance of this permit`shall not be construed as a guarantee that the system wl function designed. r �} Date o. /Y 1� c'�- ICJ" "�. Inspector \ --- .'•-"" r- y- - - ---"=------Fee-----------�---- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Disposal 6pstem Construction Bpermlt Permission is hereby -granted ,tto,�Construct( ) Repair( ) Upgrade Q( Abandon( ) System located at. 7(�---Li!ll l� 411AAW I S M 09 L • 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:Construe/'on must be completed within three years of the date of this permit. Date /1 / © Z .N ..« 5M.Approved by TOWN BARNSTABLE . LOCATION �LP f C ( (V SEWAGE# Daa_ �aa VILLAGE X1!S ASSESSOR'S MAP&PARCEL " INSTALLER'S NAME&PHONE NO. �� SEPTIC TANK CAPACITY LEACHING FACILITY- (type) Z_ J-60 , tV(s ze) '7 NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: 2 Z 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 l � I � Town ofBarnstable Regulatory Services �Y Richard V. Scali, Interim Director * B MSTABLE i639. 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: Z 6 Z2- Sewage Permit# 02O-41- !2 Assessor's Map\Parcel 7_ Z `-5 7 Designer: Cav�«t� i,l �S• Installer: 14/ .Address: � L� �" ��'G`� Address: T 14A.4f r.%f1 11AP% W_ ° f On - �, was issued a permit to install a (date) (insta er) e-11-v septic system at 7� l �� /�` f based on a design drawn by (address) - G7 �" '' �-�' dated �� Z G � r 1 (designer) I certify that the septic system referenced above was installed substantially according to th e e design, which may include minor approved changes such as lateral relocation of the g Y pp distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. 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 designemo follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed incompliance with the terms of the I\A approval letters (if applicable) OF�Assgc C o`' GLEN ERIC' (Inst ller's Signature) o HARRINGMN in No.1070 0 tS',q��ISTEQ`�� (Designers S' ature) (Affix p 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 DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc N . - ROUTE 28 46.20' �( LEGEND / ® Alicia Rd X9st Hole Location � t co m 76• � / �` i• c*-o 6' stockade fence o �0p :3 > s O #62 I(�CC �� _W- Approximate location ;a Os y M/p. Ey R° water line a / TO 92,0 5 30 F 18........ Existing,contourO Op / h ATER 0070 Proposed 1,500 gal. H-10 loading septic tank 44.48' Existing Cesspools S I T E / -7 p9,, (to be pumped & bockfilled) CL / •:L OTS / �''~..CX 77 •..•. 16� -- - tank LOCUS D0,•� � r -� Existing 1 000 0l septic � o / g AREA•=:.4 9,200"�'S.F - L--J (perowner)pe as built by NO SCALE 47.48' �� GENERAL NOTES �/ 46. util. ole ' T.H, '#4' p 6 07 1. ADDRESS: 76.KELLEY ROAD, HYANNIS r _ SLo O 2. ASSESSOR'S NUMBER: MAP 292 PARCEL 054 v `'�v `';• r.•:•:'•. ` fi0 S f 3. DEVELOPER'S LOT: LOTS 76 & 77 e back 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM • � AN ON THE GROUND INSTRUMENT SURVEY. e �'• {;:r O� 5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. ''"'` `' `' ""'` 6. NO WETLANDS ARE LOCATED WITHIN 200 FEET OF THE PROPOSED SAS. d %o /:'.Y.';•',>?;• .PAVED-,;;...' +:'; o H. s. NO 7. REFERENCE PLAN: PLAN BOOK 65 PAGE 101 4g e� ;s; ^r:.:�DRIVEWAY•! :: E B. IVI c 8. UTILITIES LOCATED BY DIGSAFE. 48 1 T 9. THIS DESIGN PLAN IS TO BE UTILIZED FOR THIS SEPTIC REPAIR ONLY. :':•'''. O 10. EXISTING SEPTIC COMPONENTS LOCATED IN THE FIELD. -•:;' '�� * • PER #2� 0 0°0 o a ,O 11. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A STATE REGULATED ZONE II. �• r 000 o'Ro°o ao O O .o z 12. THE SUBJECT SITE IS NOT LOCATED IN A WATER PROTECTION DISTRICT. "'' ;".•` �!'':�� -''�•"'" \ a.. OL E$ 00 O M 13. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A SALTWATER ESTUARIES PROTECTION ZONE. 000 oCARERVE� 00o 00 0a " \ A'`.."•'':- 1 \ \ O O , E v O O O 45.97 Q o 14. THE SUBJECT PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE. / c cV ,48 28 \` \ o°0 00 o a0 0 000 0 0a0 0 G 'elec z N Q 15. THE DESIGNER IS NOT RESPONSIBLE FOR UNDOCUMENTED SEPTIC COMPONENTS. o ,�; •, ��DECP 0 00 0 00 0 Y w E �� ° 000 000 0 water 3 Design Calculations /Q 45.72 ° a 'T Number of Bedrooms: 3 Existing to 5 total Proposed=550 Gal./Day /� T.H. #2 /-. ��o o \ g Garbage Disposal: Not allowed with this design / �� 0 Go/ O Septic Tank Capacity Required: 550 gpd x 200% = 1,100 .gpd. p j = i1- /a �j EX/$T/ ERK- #1 Septic Tank Capacity Provided: Proposed 1,500-gal H-10 septic Tank l Top 45.94' °D�F<<lNG 45.47' N Leaching Capacity Required: 550 gpd x LTAR= 743 SF Req'd Area / 6S ndn- " LTAR for Class I soil at <2 min./inch = 0.74 gal/sq. ft. F,/ - Proposed Leaching Structure: 1-42'x13'x2' Leaching Trench 9 2'92'� r Bottom Leaching Area Provided = 546 Sq.Ft. T.H. #1 1 Sidewall Leaching Area Provided = 220 sq. ft. Total Leaching Area Provided = 766 sq. ft. > 743 sq. ft req'd. / 47.97 0 0 `� .,`N' , u Leaching Capacity Provided =766 sq. ft X 0.74 gal/sq.ft.=567 gpd. 5.42 y REVISED 3/31/2022: ADDED TEST HOLES & PERKS, SAS TO 5 BR'S 49.2 c 47.70' PROPOSED SEPTIC SYSTEM UPGRADE j t\ PREPARED FOR i'Pj M I C HAEL LEARY AT 76 0)0 Y.0 3 76 KELLEY ROAD 0, z 3 � o sePt/0 ���o �•�t�BF q (HYANNIS) . BARNSTABLE MA SITE PLAN #M/�E��EY R Setbock ,�� '� OWNER: ESTATE OF CAROL A. GRANT B.M.48A00' 1APPROX. GIS TOWN 292 A7E S° 45.99 ® PREPARED BY: C � R j. a T ON PAVEMENT AT CORNER PROPOSED SAS ' 07 Glen E. Harrington, R.S. 3 H-10 500-gal chambers 1 45.46 9F �n 9 Leda Rose Lane OF DECK with 4' stone all around in t 0 W/S'T Morstons Mills, MA 02648 33.5' x 13' x 2' leach trench. M�TAvO Tel: 774-238-1813 Email: ghorr88®hotmail.com + SCALE: 1"=20' ,DRAWN BY: GEH DATE: 7 AUG 2020 DATUM: ASSUMED FILE: 358lueberry j SHEET 1 OF 2 ,f i 1 R SYSTEM -PROFILE Existing Dwelling Not to Scale PROPOSED Top of Fndn = 49.50 3 HOLE H-20 •{ '• Existing Grade DIST. BOX Finished grade over system=2% slope away Existing Grade = 45.5't Connect groywater line to main sewer line Septic tank covers must be D-Box cover shall be i One chamber cover shall be 12• MIN. In.'2"-1/8"-1 2" Double-Washed Stone within 6" of finished rode within 6" of finished grade 3• MAX or geo-textile filter cloth S = 0.02'/ft, i within 6" of finished grade - To of SAS= 43't ..- S=0.01'/FT Level for 2' S-0.01•ftft _..:..»;.:: :::,::.::.::::: :::.:::.. Bsmt. Slab Elev.=42.92' t0� PRO00 EDAL. 8' / 0 Invert Elev.=41.97' «' SEPTIC TANK t3• Ex. Inv = H-10 see detail P- P=43.33' ® ® ® ® ® ® ® 24" Bottom of Leach Chambers Elev.=39.97' Install Gas Bof a 4' 4@8.5'=34' 4' Proposed Inv.=44.30 or-equal =43.50' 3/4"-1 Double-Washed Stone 6" OF 3/4"-11/2" STONE ' 6" OF 3/4"-11/2" STONE 5' Min. (5t PROVIDED)l 42 H- 10 LEACHING CHAMBERS Bottom of Test Hole #1 Elev.=34.97' One chamber cover shall be Min. 2"-1/8"-t/2" Double-Washed Stone 3.m•DAM.AC=VAN"aES within B" of finished grade or goo-textile filter Peaene cloth T o SOIL EVALUATION & PERK TEST ,a-e• Invert Elov. Date of SOIL EVALUATION: January 5, 2022 & March 31, 2022 ,..: .. . 0 0 0 0 la 0 24• Evaluation Performed By: Glen E. Harrington, R.S. tp A4' = to 0 C3 C3 C3 o Chambers Elev. Witness:Don Desmarais, R.S. & David Stanton, R.S., Health Agents » THE ACCESS COVERS FOR THE SEPTIC TANK, s a Excavator: Mike Leary °�`* ne 0U7�* SHALL BE�WITHINx ANAL LEACHING GRD__COMPONENT 3/4--1% Double-Washed Stone Min. Percolation Rate:< 2 mpi IN C1 in T.H. #2 and T.H. #3 INSTALL TUF-TITE OAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS H-10 Bottom of Test Hole Elev./GW Elev. LEACHING CHAMBERS PERK TEST 1 STEEL R�PLAAN VIEW CONCRETE CROSS SECTION PERK TEST 2 Depth: 34"-52" /-3-2rM'"r 1 Not to Scale Depth: 37-55 A •• COYM Start soak: 00:00 m:s .�..• ;•. +_ Start soak: 00:00 m:s End soak: 08:00 min RUT mT r ffAL wa to meat CONSTRUCTION NOTES Unable to soak with 24 gals applied End soak: 09:00 min .- per- -t,;,��,,----� Unable to soak with 24 gals applied V-7* Use <2 mpi for design purposes g PPS L1wa�„U 1. Contractor is responsible for Digsafe notification Use <2 mpi for design purposes �� and protection of all underground utilities and pipes. Soil Evaluation Certification 2. The septic tank and distribution box shall be set I certify that on October. 1985, 1 have passed the soil evaluator L •~ -- " ' level on 6" of 3/4"-1 1/2" stone. examination approved by the DEP and that the analysis was performed by �d-o a-e• 3. Backfill should be clean sand or gravel with no me310nCMRnt wi 7the required training, expertise and experience described CROSS-SECTION END-SECTION stones over 3" in size. GUN """�N0T0"''Rg TYPICAL 1500 GALLON..H-10 SEPTIC TANK 4. This system is subject to inspection during installation Test Hole Test Hole Test Hole Test Hole NOT TO SCALE by Glen E. Harrington, R.S. 5. The contractor shall install this system in accordance No. 1 No. 2 NO. 3 NO. 4 REVISED 3/31/2022: ADDED TEST HOLES & PERKS, SAS TO 5 BR'S with Title 5 of the Massachusetts Environmental Code DEPTH SOILS ELEV. DEPTH SOILS ELEV. DEPTH SOILS ELEV. DEPTH SOILS ELEV. and local Board of Health Rules and Regulations. - PROPOSED SEPTIC SYSTEM UPGRADE 0 45.47 0 47.50 0 46.50 0 46.30 6. If, during installation the contractor encounters any PREPARED FOR soil conditions or site conditions that are different A, Ls A, Ls A. Ls A, Ls 8" t0YR4/1 44.80' loll10YR4/1 46.67 g" 10YR4/2 46.0 10lollt0YR4/2 45.47 MICHAEL LEARY from those shown on the soil log or in the design, Bw Bw Bw Bw AT the installer shall. halt installation and immediately notify- oamy sand oamy sand oamy sand oamy sand #76 KELLEY ROAD Glen E. Harrington, R.S. 24" 10YR6/8 43.4 22" 10YR6/8 45.6 26" 10YR5/6 44.33 32" 10YR5/6 43.631f 7. No vehicle or heavy machinery shall drive over the 3 " 7 - (HYANNIS) BARNSTABLE, MA septic stem unless noted as H-20 septic components. Cl 11111 Cl Y C1 p Y P P m-o sand m-c sand w m-c sand OWNE TATE OF CAROL A. GRANT 8. Install Tuf-Tite gas baffle or equal on septic tank outlet tee. 20% gravel 20% gravel D 20% gravel 5% stones 52 5% stones � 5 9. All piping shall be SCH 40 PVC. 10YR6/4 10YR6/4 t0YR6/6 Cl �� q�, PREPARED BY: 10. No wells are located within 150' of proposed SAS., 111" 36.22 108' I 38.50 116" 36.83 m-c sand ®Z Glen E. Harrington, R.S. 11. Provide a 1,500-gal, H-10 septic tank, 1 H-20 I , i 20% gravel 9 Leda Rose Lane DB-3 D-Box and 4, H-10 500-gal. chambers, by Wiggin Precast or equal. C2 C2 C2 10YR6/6 n Marstons Mills, MA 02648 12. Connect graywater line in basement to main sewer line. csoaor coonsan n'a l'd Qn Tel: 774-238-1813 13. Existing tank/cesspools shall be pumped and backfilled per 310 CMR 15.354 FGfSTEP�� Email: ghorr88®hotmoil.com 14. Private utilities in backyard shall be located and disconnected prior to work. 2.5Y7/4 2.5Y7/4 - 2.5Y7/4 gyp. 126" 34.97 120" i 37.50 132" 35.50 120" 36.3 • S - DRAWN BY: GEH DATE: 7 AUG 2020 No Observed. Ground .Water No.- Observed Ground .Water DATUM: ASSUMED FILE: 35Blueberry SHEET 2 OF 2