Loading...
HomeMy WebLinkAbout0190 HARRIS MEADOW LANE - Health �. R B4nstable :1 001 ACH ETTS Entered in computer: Y THE COMMONWEALTH OF MASS US Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Migpogal bpgtem Congtruction Permit ✓ Application for a Permit to Construct( )Repair(A)Upgrade( )Abandon( ) XComplete System ❑Individual Components Location Address or Lot No. JiO Maras Owner's Name,Address and Tel.No. $pM�fobl¢ 1-6- -+- C►, N.,kjj I Assessor's Map/Parcel Zo n o J-.e. Q.4 D11 A F' ZB O j PC_l_ 1 O Z (e Installer's Name,Address,,and Tel.No/1 Designer's Name,Address and Tel.No. �aicly iN`�c s 1-totr+�v'cv+ e�Z moor. 5a os f►-u,l (a MA OZ/ASS Type of Building: Dwelling No.of Bedrooms Thr-«_ Lot Size 20,708 sq. ft. Garbage Grinder(,Alb) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 116 9nJ gallensper-&y. Calculated daily flow 330 gallons. Plan Date P, Z3/ Z4=� Number of sheets on¢, Revision Date Title _S S�. Sf-A.11 Qe c�II Size of Septic Tank Type of S.A.S. Ae-ac�i �:�/c0 /y X s0 Description of Soil B 1 Loa PLO., P— 01(o cr4- Nature of Repairs or Alterations(Answer when applicable) mjaka r •SyS�Crv� 4lgc•r�dLran cc Gnb� !hD n�n (LGpQ�1 Date last inspected: pESIGNING ENGINEERADCERTIFY IN WRITING INSTALLATION A IN STRICT Agreement: THE SYSTEM WAS LAN.INSTALLED C TO Plod• The undersigned agrees to ensure the constr&Gi�P r�i m Tnance 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 b is o f a . C f Signed DateZ— Application Approved by Date Application Disapproved for a following reasons Permit No. 2_e!)O 0 qO-5 Date Issued cy + No. r" _�"�Y �' Fee Entered in computer. THE COMM �/ ONWEALTH OF MASSACHUSETTS Yes PUBLIC.HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2ppr cation for Permit Application for a Permit to Construct( )Repair(K)Upgrade( �.)Abandoht-(F ) .[ Complete System ❑Individual Components Location Address or Lot No. I q O Horns M ec-evow (.-a--e Owner's Name,Address and Tel.No. ,r.�eloble FZc.hev4 C., N-a'.11 Assessor's Map/Parcel Pa p Z�O� p" .L ?A e ti d a a '3`o ' Installer' Name,Address,and Tel.No Designer's Name,Address•and Tel.No. 4$8 a Z. Wia�n S� OsisruillsI YYIA 02405S Type of Building: Y►r 4 Dwelling No.of Bedrooms ? ce Lot Size Zoe 90$-sq.ft. Garbage Grinder O Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //6 ��6zc®a.o.►+ . Calculated daily flow 3 3 gallons. 'ry Plan Date e. I/ Zalm-a Number of sheets o''%AL Revision Date Title Qe(RC:1 r ' Size of Septic Tank /sej-0 ff ffc",J I Type of S.A.S. X e4 re/e0 p �Z - 1 to (®.4 P- ct Sr r _ Description of Soil � � �o'� 5 �J Nature of Repairs or Alterations(Answer when applicable) CO-Plc PO Y - M 121 C c e. 4--,c t s 5�ts�cven 4�o� h etss�cgols (4- (ye. j2v.,-0s4 Date last inspected: C Agreement: <n ., The undersigned agrees to ensure the construction and maintenance ofthe 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 b is o d Signed Date 912 Application Approved by e'�7 Date S w lO� Application Disapproved for the following reasons Permit No. �' Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS ;CE FY, that the,On-sit Sewa Disos1 S stem Constructed( )Repaired(�UpgradedAbandoned( ) l B at �o l�/S t°4' 4w < I"il'S has been constructe in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ?Uv U-e dated -�-2 O> Installer Designer The issuance q4this t shall not be construed as a guarantee that the sy m ill tion as d ig e . Date � Inspector -- - --------------------------- off- No. Fe THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Oi5pooal *potem Conotruction Permit Permission is hereby granted to Construct( )Repair( Upgrade( )Abandon( ) =� System located at s / 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:Constrution must be completed within three years of the date of this e t� Date: / Approved by Town of Barnstable P# (' Department of Health,Safety,and Environmental Services o�Tme Public Health Division Date_ :�F— Q, 367 Main Street,Hyannis MA 02601 } .BARNBTABu& » MASS. 9. Date Scheduled 6211 i1rTimi/ Fee Pd. �_ ,. Soil Suitability Assessment for Sewage Disposal Performed By: `Jk-c.\rt lJi ISsM Witnessed By: �„ n2 YYIa✓e.� _ OATIOI�& OEIVTIAL INFORIVIATIO:N -. Location Address K--rrys Mc--Qckj � � Owner's Name `Darwsl�bte AddressOP �2 •Lbifrn .@.� Assessor's Map/Parcel: OZ2 28p �¢/ 2 Engineer's Name I Q.NEW CONSTRUCTION REPAIR ✓ Telephone fJ 42,$—y i 3 / � Land Use Slopes(%) Surface Stones Distances from: Open Water Body �r R Possible Wet Area 10 t Drinking Water Well R Drainage Way tt. Property Line /O It Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Of a.r IIARRI,S MEADOW LANE y , qc w........Tl t Y11 "I i. A n4 - - I r Parent material(geologic)r-j lac.tj 1 L.&, ea � {oe}- )�(y, Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater ,. .. 1 TENATYOI T'OR.SASONA ..MR:'VVA 'E `Y'A :<>>«>:> <::.»::::'. Method Used: ;::»:................................................... Depth Observed standing in obs.hole: in. Depth to soil mottles: in, Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#_ ._..,,.,_. Reading Date:.__,•,_•_ Index Well level.._.___ Adi.factor Adj.Groundwater Level_ ... �ERCOLATTIfJ► t TEST >t``Iiatc 1 r�wi Tim . —- Observation ` Hole �- Time at 9" I(' Depth of Perc (00g Time at 6" Start Pre-soak Time @ - 11' -Time(9"-6") � End Pre-soak 1N,.—N Rate Min:/Inch (p tMtn Y�GVt Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant a r i E. 1 Hnl # Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Cglisistency.°°Gravel) „ ►/ W1'I.c1— rr.vcz �$'zr:.cai3 � �fl b- 3� - ql C SGQ I o c2 6 ........__..._..................................___...:....................._.................._........_............... ........ .. ....... ......_... . . .. ........................_._.........................._......_................................................................ ERV ................................................ .. .... .........,.... ....... .....,.... EP.OBSAT :OI�i HALE L _Hale# .. ... Depth from. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) I (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° D A: .ION ' .:� o e ...... . . ... . Depth from Soil Horizon Soii Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.°o ravel DEEP'OBSEI(2 'TI(ON -'Ott: LC1G >: .: Hole .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. d Consistency.°°Gravel) Flood Insurance Rate Maw / Above 500 year flood boundary No 1/ Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes ti.. 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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on 65 (date)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. r. A a s Signature � ,�;,,.�,,:��,., Date . s J " TOWN OF BARNSTABLE FC LOCATION /�D ffe�rr�s fGQc%c/ L�/ S`€WAGE VILLAGE ASSESSOR'S MAP &&LOT ��I INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /°oa O.4,ra f /Say G4G *,Ze,,' LEACHING FACILITY: (type)"` (size) /O`. NO.OF BEDROOM 3 K BUILDER 0 OWNER PERMITDATE: S a-a2 COMPLIANCE DATE: O2 Separation Distance Between the: r Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet J Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) K Edge of Wetland and Leaching Facility(If any wetlands exist ��._ Feet within 300 feet of leaching facility) Furnished by r�� i J . I l�f h I I '. yYr�7 f04S o/'fi o`- �a9vasi 00 ,gh Oc .95� ,9,dt �6 9Olt B<AXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 May 24, 2002 Mr. David Stanton Board of Health Town Offices 200 Main Street Hyannis, MA 02601 RE: 190 Harris Meadows Lane, Barnstable Permit No. 2000-463 Dear Mr. Stanton: This letter is to advise you that the septic system was installed in substantial compliance with the r"evised plan dated March 27, 2002. The following,changes.are noted: 1'. The.-leach field was moved about five (5) feet closer to Harris Meadow Lane to.avoid_a buried electrical line that provides power to the house next door. 2. The pump chamber was moved to accommodate the existing plumbing. The electrician has not yet completed wiring the pumps, but it is my understanding this will be done next week. Neither of these_changes affect the functioning of the system. if you have any questions or comments regarding this matter, please call me directly at (508) 428-9131, ext. 13. Very truly yours, phen A. Wilson, P E ? CC: R. Nahill B,ortolotti,.Censtruction., #99090 Certified Mail/Return Receipt p Land Surveys • Subdivisions Septic Design • Wetland Filings Site Design BARNSTABLE HARBOR ,---- LOCUS _. Owl i Q � Q E HINCKLEY = _ POND ---- ,! 1 ROUTE #6, . LOTHROP HILL Q CEM. ! �� NF--__CONRAIL 1 ..�..• x w LT MARSH C� LOCUS MAP SA _ yw 5.0 SM#1 WETLAND 4.9 5.0 SM#2 0 SCALE 1 25,000 _ CD 5.1 _ 4.9 x 4.9 N ASSESSORS 7.2 6.4 +� 09 o a 4.s Y 7.7 �- rn V. 00 4' boulder +. 5.3 x 4.8 MAP 280 PARCEL 1 ` s.o cn 2 - reset � TOP OF COASTAL BANK O x 7.5 �--- ---• ----�`_" ----- 0 •8 went 5.7 TOWN DEFINITION m ZONES --8-9 F s.1 9.7 lawn 9.9 S. e. SM#3 z overflow --- J A.P. WRA#1 8.1 3' X 4' ces of 10.1 •7 6.1 � 6.3 RF-1 � 1 .1 LOT 1 � 00 X � MINIMUMS 243 sq .ft. wetland -SM#4 AREA = 43,560 S.F. x s. z 20,803sq.ft. upland to.5 6.1 10.7 FRONTAGE = 20' WRA#2 7.9 c¢n 0.48 acres total flag �014 7.3 ' WIDTH = 125' (D � ZONE V4 , 10.7 • � � ' FRONT SETBACK = 30 v EL- 14.0 x 10.7 S.B. 9.3 '� 8.3 ' _ L - FNCI 0.a - SIDE SETBACKS = 15 WRA#3 0 E J ��� 5 0 REAR SETBACK = 15' TOWN OF BARNSTABLE � -' 3 0�JF °Q �''� 8. SM#5 BUILDING HEIGHT 30' CONSERVATION COMMISSION 3 - v, 11. 8.5 ' 7.3 w 0 ,� a 1 v W WRA#4 8.6 a`) 41 10.9 I �' a ZONE A5 , Z o �; f CD o, EL.= 12.0 3 X 1 6 - C m 6, X 6, w�1, ' I M X zo o stone leach pit Y � rtri ' � � one eac o � FRESHWATER FRINGE M 11.9 a_ 2 N - 12 ---x�2.0�� 10.9 co O 3 WETLAND a 5 WRA / t 3.5 ZONE B F lawn ' # 9.5 t� 11.9 U x 110.1 1 ��,� / � WETLANDS FLAGGED / coo 13.1 deck 13.4 DATE:March 21,2000 BY M. BALL FOR ENSR. / 121 , ti r ;, J 11.5 1, CUT EXISTING LINE - PLACE 4X4 PUMP SEPT. 13, 1999 '12.2 j f�' t2.7 x 12.3! 3 CHAMBER (WIGGINS PRECAST OR EQUAL). ENGINEER: water ;f 1.5 / . meter In 2. INSTALL LITTLE GIANT LGSMPIK PACKAGE /11 pit r' ek�sfi o PUMP (OR EQUAL). Stephen A. Willson,P.E. / j p 9.6 co / ;' 3 bedr n9 %' �► ^ 3. -RUN 2" FORCE MAIN UP TO EXISTING SEPTIC WRA#6 ' / ./ 12.9 ,� house l �12.6� 11.6 y 10.8 AND/OR SEPTICANK IN TO PUMP CHAMBER BOARD OF HEALTH AGENT: Q / under noun 2 12.7 '` ; ' , d e/ectric 4. PIPE FROM EXISTING SEPTIC TANK Donna Morandi,Barns.Health Dept. Z. x ' / TO NEW SEPTIC TANK. 11.6 1 • /r 1 deck © x _ deck, - f ec ' 1 5. ALL PIPING, VENTING AND WIRING SHALL' SOB, LOG P-9699 WRA#7 97 0 1 COMPLY WITH APPLICABLE CODES. `f / 0.1 6. FIELD ADJUST INVERTS AS NEEDED. TEST PIT 1 I � exlstl / /� ho ng R elec. trans box G.S.E. = 13.4 9' 1 �f f, e/ USt ELOCATE Sy ' 10.7 0 WRA 8 I ' I �,�r'Strrr, 38j> x 12.8 � A SILTY L # s.9 12. � r r,f! 13.2 11.8 10YR313 / I rr12.9 loll r 'ril; f)'� 13.0 "'She'd, B 13.0 fr r' 13.1 SILTY LOAM x 1 2' � �' 10 YR 4/3 WRA 9 10.2 0' BUFFE ` C 12.9P P5 0 c U 36" # �....- 0 O AL C "EpTjC 10 MEDIUM-FINE SAND >;,i � .6 p 10 YR 516 12.1 `� 96 / R tEAny�VE Ek/STI_` ' � •..J 12.3 ! C p N� Q" ' Q NO WATER ENCOUNTERED WRA#10 10.5 W 12.7 3.1 PERC O 60" ' Cc,I RATE= 6 MIN/IN TEST PIT CD X2.T g ed 13. #P-9699 5 a' J'�2' 9e Of % GENERAL NOTES w WRA#11 10.4 n 13.6 0) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH 80,p0� 3 TITLE V OF THE STATE SANITARY CODE DATED N78426,16+ �, S.B. MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE. KENNETH 14.1 ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING A & JOyCE R FOWLER BENCHMARK BY THE DESIGNING ENGINEER. O TOP OF S.B. O EL. 14.05' WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT Y FOR INSPECTION. Y� THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN APPROVAL BY THE DESIGNING ENGINEER. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC, EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER 310 CMR 15.255. PRIMARY BENCHMARK : N.G.V.D. PROJECT BENCHMARK : SEE PLAN LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 20 0 20 40 SCALE IN FEET Finished Grade = 13.0't TYPICAL SYSTEM PROFILE f. f. el. = 13.8' CONSTRUCT ACCESS NOT TO SCALE MANHOLE OVER INLET TO TANK TO AT LEAST FINISHED GRADE OVER TANK IT=H►N . FINISH GRADE 13.0'f FINISHED GRADE OVER D. BOX = 13.0't FINISHED GRADE OVER LEACHING FIELD = 13.0't - _- --SCH.--4G -PVC__ ..• .. .. • .,. : , .. _ ___ _- - - _ _-__- _ (TYPICAL) m� 4" SCH. 40 PVC FIRST 2' (TO BE LEVEL) 12" (min) Cover Tr 6"(min.) PVC or __ -� pL2' (min) 36" (max) Cover �4" CH .40 PVC 9.3- to' CItees G 8•BAFft.E $.7 s' pump8.5' _ 2"Layer 1/8"tot/2" • - Peastone L• Slope = 0.005 (min Reinforced Concrete B' CRUSHED d• STONE BASE 4 PVC 46 8.3 .a e e BOTTOM ELM 7.3' 0 ui 1500 GALLON SEPTIC TANK DISTRIBUTION BOX TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE El. 2.3' - ADJ. WATER LEVEL (M.H.W./N.G.V.D.) LEACHING FIELD DESIGNING ENGINEER MUST SUPERVISE SEPTIC SYSTEM REPAIR LEACHING AREA REQUIREMENTS: INSTALLATION AND CERTIFY IN WRMNG 19 0 H AR RI S MEADOW LANE STEM WAS INSTALLED IN STRICT VARIANCES REQUESTED # ACCORDANCE TO PLAN, IN 3 Bedrooms @ 110 Gpd/bedroom = 330 Gpd STATE: TITLE V (BARNSTABLE) Perc Rate = 6 min. per inch (Class () 13.218ll) - S'❑❑FFSERVE L❑T LINE FORS.A,S BARNSTABLE MASS. LTAR = 0.7 Gpd/Sf IN LIEU OF 10' OFF. FOR Required: 330 G d 0.7 G d Sf = 472 SfOF�g ROBERT G. & ELIZABETH A. NAHILL Min. Area Re / P q P TOWN: B.O.H. REGS, PART VIII s- �F�F� SCALES 1" = 20' DATES AUGUST 3, 2000 PROPOSED SYSTEM: Leach Field - 10' X 50' 500 Sf. '100 FT' REGULATI❑N - TO REV. MARCH 27, 2002 ALLOW A SEPTIC TANK TO 30216 BE 62' FROM WETLAND IN � ��G 7 � BAXTER, NYE & H❑LMGREN, INC. LIEU OF 100' ONALE� REGISTERED LAND SURVEYORS CIVIL ENGINEERS ❑STERVILLE, MASS. DEED REFERENCE BOOK 10106 PAGE 189 H: \1999\99090\99090ssr2.dwg