Loading...
HomeMy WebLinkAbout0040 QUAIL LANE - Health 40 Quai1.Lane Hyannis A 287 - 109'-'60'1 ° , 1 ° 0 C ^ B 1 o ° d o�d ° ° i ?flty Barnstable Town of Barnstable Ml-AmwI68C f BARNSCABLE, + b Board of Health 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi October 1 fi, 2007 Mr. Stephen Wilson, P.E. Baxter, Nye, and Holmgren 812 Main Street Osterville, MA 02655 uaii Lane H anmsA., 2871`09-001 ; 40 Q , Y �> Dear Mr. Wilson, You are granted permission, on behalf of your client, David Brunicardi, to construct an onsite sewage disposal system designed to be connected to seven bedrooms at 40 Quail Lane, Hyannis. The septic system shall be constructed in accordance with the submitted plans dated September 25, 2007, signed by the engineer on September 26, 2007. Since yours, W yne 'ller, M.D. Chairm BO OF HEALTH TOWN OF BARNSTABLE Q:\WPF[LES\WiI son BrunicardiSevenBedroomsQuaiIL.aneHyannis2007.doc JI� DATE 9 ��tNE rqy� : - Town of Barnstable REC.BY �sz t639. ''� Board of Health SCHED. DATE: jD- i© 7 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. Application to Construct or Expand to Sig (6) or More Bedrooms LOCATION Property Address:—Vo Q a l l L z w c Xd4.+r1.s Assessor's Map and Parcel Number: _2$7 /09-oo/ Size of Lot: Wetlands Within.300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME:1'Da,iirA� Phone (S/DI Sp9- 0314 Did the owner of the property authorize you to represent him or her? <Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Name: �{ei{ �. A, L'1 Lg , - 3a,c4ce-N c Address: 131)q 6"A&I& A,xy bc�kc.lc� cA 9N7WAddress: 78 ao,.}t,� St;, Hw�,„y,p * 02r.ot Phone: Phone:r 771-7 502 ck-13 w:g PO C fa j Checklist Please submit copies in 4 separate completed sets. r Four(4)copies of this application form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans). IA— Q:\Application Forms\SixBedroomForm.doc r �- 0 C�2r�o6-066� No. Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .R Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for 30i5pool *pWm Construction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) %'Complete System ❑Individual Components Location Address or Lot No. 4/0 Q✓a s/ j,a i c Owner's Name,Address and Tel.No. Assessor's Map/Parcel 1 30 q G I en age I r A AM-1 1 2$7; fie/ !o `�-oo/ 13erkcic. Cal 9y70r In Name,Address,and Tel.No. S—Ir IFFF" '�? Designer's Name,Address and Tel.No.(SdS,7 71-7S02)ex¢J .l P� •S�dQO'"�'' /I �tepi�c� /�� 49i(su-► �� ?-e fJor Yi St I'-1 oa'o�ets G ZFa of Type of Building: Dwelling No.of Bedrooms 0e-yrn Lot Size y5 75;V sq.ft. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow //0�2ed/d edret7m gallons per day. Calculated daily flow 7 7a --gallons. Plan Date 9- 2 57-2X�7 Number of sheets ono Revision Date —' Title Se-p6c_ S,15Vz.-' Size of Septic Tank gcoo Type of S.A.S. r1 o Lget&SsS rs 1 eh x 5e. K 2 �►�-, Description of Soil,Vic_� 40 so' d 10%9 6" 12 lcz h C P 80R z.) C 1 � UA� 3_ 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 Environ tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b=thio of ``ss// Signed Date lo� /�'O 7 Application Approved by A Date 141 47 0 Application Disapproved for Vefollowing reasons Permit No. - l Date Issued 6 No: — 6,-�"^"'h'4 �� k P Fee THE COMMONWEALTH OF MASSACR.USETTS`' Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BAR'NST�� BLES MASSACHUSETTS Yes 0[ppYication for MtgogaY pgteut C., netructiou Perron Application for a Permit to Construct(X )Repair( )Upgrade( )Abandon( ) .R Complete System ❑Individual Components / Location Address or Lot No. S!D Qv o r/ .7 a Owner's Name,Address and Tel.No. Ally nA.s �aorf Do ut d f;�r un,CbevJ i Assessor's Map/Parcel 13o R G I en cQ a jr . A v e►+,,� r opnala 2IF7; mac/ l09-00/ 1 6rkcic_ CA 9V70 Installer's Name,Address,and Tel.No. . C 4F-cF 9_? Designer's Name,Address and Tel.No.(SdS�7 7%—7S02;e,c¢/3 �P�� Se'ly°c q �� f�i9Y`�'i�!✓" �i'�. 13auk r N 5it . O Zip Ol Type of Building: Dwelling No.of Bedrooms so Lot Size V_1 22T4 sq.ft. Garbage Grinder(/v47 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow //0 caJ gallons per day. Calculated daily flow 770 gallons. Plan�Date 9� Number of sheets Revision Date Title _ Size of Septic Tank 2 � o�/ Type of S.A.S. �1��.,.>?, ccc-s16�x S! x 7 1 �} Descriptiom`of.Soil rP G_ JD ;( inA au star, 9 a21 :„ -I, "^- J. f 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 Environm�ental Code and not to place the system in operatio�,u ntil a Certifi- cate f'Compliance:has been issued by thi Board of t Signed Date Application Approved by / _ r Date /I J t f -71 Application Disapproved for(the following reasons r r A 1,,Pennit No. v A '� f y Date Issued (1 `---------------- --------------------- THE COMMONWEALTH OF MASSACHUSETTS �f `' � BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Di osal System Constructed )Repaired ( )Upgraded( ) Abandoned( )by at U14 (J. J 11 �„�� 1�.��,,,� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.el r,,r f L dated //L// "7 v .,, tIt Installer Designer ff_ The issua ct o 's e t shall not be construed as a guarantee that the sya din,will function as d'e igne. Date ' Inspector �/t - _ . �... . No. � ,n::— Fee f j THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS I=ie;po!5af *p!5tem Construction permit Permission is hereby granted to Construct( Repair( / Upgrade( )Abandon LP ( ) System located at U ��),.,�, ! L��, 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 th`•s permit. Date: l '7/ Q 7 Approved by 1 Town of Barnstable `"E Regulatory Services Thomas F. Geffer,Director ' g Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 i Installer& Designer Certification Form j Date: l$6 Sewage Permit# 2-no-7-S/X Assessor's Map\Parcel e to-t-oo2 Designer: Installer: T.rcti eje.,yiisi Address: 9 1N, Address: 271 Seeaic,. t2,V 7£3 nldr�f„ St-. I-(tia�n�� GLGp( �Jctuelu,lcln y b25/o3 On !/ iW �67 S �aa�cni s: was issued a permit to install a (date) (installer) septic system at o •/ Grn.Q ,c based on a design drawn by (address 5a L-a , A. (. Igw !aF dated —' (designer)' I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. J i I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. .Ili OF o� raTFPH>FN �S Ahsfff4ler'snature) Al.OW C9 WULCM =. No.3WIG 4/011 Gt1,T j (Designer's Signature) (Affix mp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc TOWN OF BARNSTABLE LOCATION ;L SEWAGE# '�QO — �7 �LAGE ,' Q SSESSO 'S MAP&PARCEL NAME&PHONE NO. -L i7FX eX- SEPTIC TANK CAPACITY LEACHING FACILITY: e l (tYP ��/pc� �i 7 .alcK S= (size) & NO.OF BEDROOMS OWNER PERMIT DATE: o2COMPLIANCE DATE: Separation Distance etween the: + Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Feet FURNISHED BY I -� - , Q ( o ° a 4 ;L- �-a- � ' Town of Barnstable BARNSTAHI$ � Board of Health MASS. 039. A P.O. Box 534, Hyannis MA 02601 Ep� Susan G.Rask,R.S. 65 Office: 508-790 62 Ralph A.Murphy,M.D. FAX: 508-790-6 65 Sumner Kaufman,M.S.P.H. February 13, 1998 David Nunes 535 South Street Hyannis, MA 02601 Dear Mr. Nunes: You are granted a variance to construct an onsite sewage disposal system atifot A Qu il> Lane, Hyannisp rt,Massachusetts. The variance granted is as follows: 310 CMR 15.22 (7): To install a soil absorption system in an area where the soil cover depth will exceed the three feet maximum depth allowed according 4-6 to Title V, the State Environmental Code. The variance is granted because the topography of this parcel does not make it possible to meet this particular provision in Title V, the State Environmental Code. Also, the soil absorption system will be vented to the open air resulting in some aerobic activity benefits for limited treatment to the wastewater. Sincerely yours, Susan G.G. Ras , R.S. Chairman Board of Health Town of Barnstable SGR/bcs nunes Town of Barnstable -S- ����8� Board of Health . 6 9 .� P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,RS. FAX: 508-790-6304 Ralph A.Murphy,M.D. VL'... —Ye.Ap WA R P i-T February 13, 1998 David Nunes 535 South Street Hyannis, MA 02601 Dear Mr. Nunes: You are granted a variance to construct an onsite sewage disposal system at Lot 3A Quail Lane, Hyannisport, Massachusetts. The variance granted is as follows: 310CMR15.22 (yi To install a soil absorption system in an area where the soil cover depth will exceed the three feet maximum depth allowed according to Title V, the State Environmental Code. The variance is granted because the topography of this parcel does not make it possible to meet this particular provision in Title V, the State Environmental Code. Also, the soil absorption system will be vented to the open air resulting in some aerobic activity benefits for limited treatment to the wastewater. Sincerely yours, Susan G. Ras , R.S. Chairman Board of Health Town of Barnstable SGR/bcs nunes NO. dr'tr+e DATE 1 BwaxMUZ. FEELfi� '=- �p s639.. a�e� Town of Barnsta t Board of Health J 67 Main Street,HYannis MA 026614, ] '. I'q susah.a.Rask,R.S. Office: 508-790-6265 FAX: 508-775-3344 `a i `„ Ralph.;AI Murphy,M.D. ` v�",I:TANCE IZF—OTTF ST FORI r 6 All variance requests must be submitted at least fi lu f l5)days prior to the scheduled Board of Health meeting. NAME OF APPLICAN TEL.NO. 7 7 S ADDRESS OF APPLICANT S 35 Sc��h Sf' iti`e.rwu� mra o2 o i NAME OF OWNER OF PROPERTY��" 13�u►r+ O'rJc c 1l SUBDIVISION NAME DATE APPROVED ASSESSOR'S MAP AND PARCEL NUMBER �aa� r'ora w.i LOCATION OF REQUEST ©u•�� .�• SIZE OF LOT 441 59'0 "NE SQ.FT WETLANDS WITHIN 200 FT. ES x�_ VARIANCE FROM REGULATION(List Regulation) , REASON FOR VARIANCE(May attach if more space is needed) 7%e- 5 is Lot Oy v • / 6� �., PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED Susan G. Rask,R.S., Chairman Brian R. Grady, R.S. NOT APPROVED REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. r , NO. Of THE � DATE = RAMIrrAata. i6� rf�MAt� Town of Barnsta U. ,11 REC: BY Board of Heal 367 Main Street,Hyannis MA 026(*4/ c� s lg susan,a Rasa.R.S. office: 508-790-6265 v1 J 9 _FAX: 508-775-3344 ef+�` ?�F Ral�fh Murphy,M.D. VARIANCE nFpUF,ST FOR 1��' � � � ,• ;� All variance requests must be submitted at least fiR (l51 days prior to the scheduled Board of Health meeting. NAME OF APPLICAN TEL.NO. 7 7 S- 0to7 1 " ADDRESS OF A So��h St- " m1a o2�o t _ • PPLICANT 5 3 s NAME OF OWNER OF PROPERTY T 'Lkle-, SUBDIVISION NAME DATE APPROVED ff-� t�-t 45,E ASSESSOR'S MAP AND PARCEL NUMBER>0 28�� Por�'t�� -� eruct le-iq� LOCATION OF REQUEST � �- u���„►a SIZE OF LOT SQ.FT WETLANDS WITHIN 200 FT.ESNO xr_ VARIANCE FROM REGULATION(List Regulation yyl7Q,C,m ' REASON FOR VARIANCE(May attach if more space is needed) T!z S.Aa is Ad- LAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. Susan G. Rask,R.S.,Chairman VARIANCE APPROVED NOT APPROVED Brian R. Grady,R.S. REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. 64 AC 1 let 179 24 AC 'AAC 127 lap AL 126 \ led r' i4 / G I2L al w 9LAr— NOB MILL ROAD . 216 Ls 1.OSAC- 121 1s1 119 .33AC. .11� ,t7AC. �4AC- 141t'I � es&. 21 s n e 4.A. ^ 41 AC. 117 o �- A AG. • I!l•s 1 as i •►9 /1t .13 AC Ile 39 AC 108 107_1 Il 109 0 w 3.S2AAC. y zl'r-� i sip 122- 0 O I .� 1.02 q C 101-L f ,^y 106 uo l&AG 124 111 -07gC IhJ. s ze• AtAC Y • [MILL O Iy l03 O O 112 L.C. 119 102 11 j•2 1,4O AC v 31AC, x '4 2� .33AC. 3110A11 .4 _ !'!{K•S .69AC•1 .! t. IL7 WA71IOOO ^ WAY (►n11s44M) 4K.fl } 100 d _' AG ',AAAG pdY Of, 130 35w- A R31AC. n .Liw i� .• _ I isL Abutters Map Scale 1" = 200' r Abutters List Man Parcel Owner& Address 287 109 Hugh G. & Katherine F. O'Neill 65 High Street Ashland, Ma 01721 110 Carter S. Bacon Jr., Trs. 95 Hyannis Ave Realty Trust Peabody & Brown 101 Federal Street, 11th Floor Boston, Ma. 02110 288 217 Thomas O'Rourke; Vincent & Kathleen Vivona 762 Steppingstone Ct. Toms River, N.J. 08753 116 Marshall & Mary Anne Farley P.O. Box 537 Hyannis Port, Ma. 02647 #97048 "DEEP OBSERVATION.HOLE LOG Hole# / Depth from. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) /o y, 3Jz 6 13�� 23 fi n, faNp /a'Ve v DEEP OBSERVATION HOLE LOG Hole#: 2 Depth from I Soil Honzon I Soil Texture I Soil Color I Soil I Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gr vel) 1Z 13„ S,� DEEP OBSERVATION:HOLE LOG Hoe# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°° ravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulderes. Consistency,° Gravel) Flood Insurance Rate Map- Above 500 year flood boundary No_ Yes ✓ Within 500 year boundary No / Yes Within 100 year flood boundary No✓ Yes 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? XE� If not,what is the depth of naturally occurring pervious material? Certification I certify that on 99S- (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 rain'ng,ex ertise and experience described in 310 CMR 15.017. Signature Ct �g C Date /4Ae- 13, 1qq' l Town of Barnstable P# e g qr, V/ Department of Health,Safety,and Environmental Services THE Public Health Division Date / z8 All7 367 Main Street,Hyannis MA 02601 % enttxgrABM Kusa p rEn +� Date Scheduled l 7 Time �� Fee Pd. 1�t�C3 Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: LOCATION &;GENERAL INFORMATION _ N Location Address �7.. 34 W11A1z, Z4 //1 Owner's Name ( 62 I{�6/LL 4A#J/S 77 loa,41,reaz> .QVbT /�027" Address Assessor's Map/Parcel: Z67 /d9 `pA­17- Engineer's Name 2?"7M NEW CONSTRUCTION _ REPAIR Telephone# Land Use �2e33iZ�E3 7/ � Slopes(%) _t. Surface Stones Distances from: Open Water Body S d ft Possible Wet Area 7Sb ft Drinking Water Well / ft Drainage Way 'J1.4 ft Property Line `a ft Other ft test holes& erc tests locate wetlands in proximity to holes) SKETCH:(Street name,dimensions of lot,exact locations of p P ty .4.0 i 25' r -75 In J. ' J I Parent material(geologic) / Depth to Bedrock IVA Depth to Groundwater: Standing Water in Hole: A/D WAYiM Weeping from Pit Face ND ma4-YZCfZ Estimated Seasonal High Groundwater !4tD, Fgo,,, Svy_F,4C TE+ �111iTA�IOia1 ;t+(`►I SEAS€ NAL .W`a1l V"VAT�'��:TAPu�E 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 Adj.factor Adj.Groundwater Level_ PERCOLATI lme Observation Hole# Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak 9 /� ✓✓�� Rate Min./Inch LIV A&_ 4 S,4rve,4 E /`I�UrY 6, ///A! G MiA�- Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant s I N G� D D O m O ' O i T— Nil oo 71 1 ... _. ..h-- ------------------- V I I71;1L'1111 aIIIIUIIa allaalla B II O a II a s I I I I I fi II II I II I I I I "a�dl O I I I I , I pII I 0/ III I I II l II (,a ❑ — I I m m I I I I -71 N I I I I ;u m I I I I I co C7 I I I I I o o --- z•—o' zr—o' --------------- z y 1 Q I BRUNICARDI RESIDENCE FLOOR PLANS MEETING REVISIONS IENTNOT FOR CONSTRUCTION 186 MT AUBURNST 2138 40 QUAIL LANE 09/19/07 CH 6617E A9206060 PH sn 492 sosB HYANNIS, MASSACHUSETTS SCALE: 1/4"=1'—O" FX 6174926262 NOTE:SCALE: 1/B'=1'-0'FOR IIX17 PAPER 1 I I I I II I I I I I L I J I N I I I I I LL II 6. II I ® I I1 ITTMu I I � 11 -1 44 10_9. I ® I I -J I I I ii R I F- L -1 I I _ - - - - -� 33' 2 cn co m nl Z —I r— D , Z BRUNICARDI RESIDENCE FLOOR PANSMEETI REVISIONS LIENTNOT FOR CONSTRUCTION 165 n+r nu7622'62 40 QUAIL LANE 09/19/07 CAMBRIDGE ® SCALE: 1/4"=1'-0" RR 617 HYANNIS, MASSACHUSETTS PX 617 NOTE:SCALE:1/8=1'-0 FOR 11817 RAPER SQUARE FOOTAGE TOTALS' FOR PRICING ONLY m�aLL BASEMENT: 2102 SO. FT. NOTE: BASEMENT FINISHED IN FIRST FLOOR: 2110 SO. FT. CERTAIN AREAS. SEE PLAN FOR a SECOND FLOOR: 2110 SO. FT. DETAILS. TOTAL: 6322 SO. FT. ' PATIO T.B.D. SUGGESTED ALLOWANCES' FOR PRICING ONLY is o- u o tz 6 KITCHEN CABINETS: $35.000 KITCHEN COUNTERS: $10,000 6'-6' 6'-s' APPLIANCES (KITCHEN & LAUNDRY): 120.000 LIGHTING•FIXTURES: 120,0DO PLUMBING FIXTURES: $25.000 VANITIES (INCLUDING COUNTERS): $3,000 EACH BUILT-INS: $30,000 4 y_7• 4.• .. 1 PsDERACsHo N - ' _.....Il I1.,.m,-—-—...--II—II-_---- --------BLRI'oV-I--oN5tc'--_`—`—�'—�_�'' / 7-'-- 3•-0JIIL h � WOOD FLOORING (MATERIAL ON LY): 16/LSY.F. TILE (MATERIAL ONLY): 115/S.F. ---------------------- ----------- FIRST FLOOR FINISH SCHEDULE & NOTES' FOR PRICING ON KITCHEN WALLS: VENEER PLASTER ON BLUEBOARD. PRIMED & PAINTED, UNLESS Roou NOTED TYPICAL TRIM: POPLAR BASE. CASINGS. CROWN &TRIM, PRIMED & PAINTED. L UNLESS NOTED, TYPICAL__ CEILING: VENEER PLASTER ON BLUEBOARD. PRIMED &PAINTED,UNLESS r NOTED.TYPICAL; BEADBOARD CEILING & BEAMS @ LIVING R00 M , HDI DINING ROOM AND KHCEN. Z FLOORS: WOOD FLOORING, UNLESS NOTED,TYPICAL: STONE TILE FLOORING @ MASTER BATH; TILE FLOORING SECONDARY BATHS L---------- --------- MASTER BATH STONE COUNTERS STONE TUB PLATFORM GLASS SHOWER --r 12 12,_7.1. ENCLOSURE STAIR HALL: STAINED WOOD.TREADS & HANDRAIL, PRIMED& PAINTED RISERS B BAIUSTRSuar zU) IN FZ--- Z DOORS: INTERIOR DOORS -SOLID MDF W/ PANELS, PRIMED & PAINTED _car CLD _ WINDOWS: ANDERSON WINDOWS (OR EQUAL)THROUGHOUT O - O OUTDOR SHOWER T.B.D. U) Li [LINE OF BACON ABOVE CUBBIES BENCH QW UP L'i r- Id - ._..ENTRY ' O__ _ of Li lil ._ _ 25._I• O Z J - "$ GUEST BATH ENTRY FIPLI __--- .. _j J O Z O i GUEST BEDROOM _ -_- - _ -U1 - - UUNO II I I YUDROOY II POWDER ROOM II I I II 2'-6y S O 7'-4�' 6-101 2'A I I 6'-3f 2'1184• LINE ROOF ABOVE U —11if-- _----- --111T— w 8'-11' S'-5q' T'71� cS--1 --5-+• --1f 17y¢. 9-tj3• 6-6• 4-�1• c- = U) LINE CF PERGOLA ABOVE UU Hu BLUESIONE STEP LLJ PERGOLA POSTS Ln Q Q Z N Q Q _J Z aN C1 Z m O = � FIRST FLOOR PLAN � 1 s 1. IS'=7a' I I L _ ct zy _ = r _ , I I I 1-1-1II- lilt — — -----� - I °R I II II II I II � II I II I II I El II II II > I a I 14,_9. I I I ^Q O ————11—————-———- I t I - _ ❑ El Q A '? a ❑ v I I II = II II II — p II O m _ II `" Ilm II II` 16 8 m O � � op N „ .`�•, � � N mom>�> �°�� x �c N � N -� w N z .. n ti a ®f pm Z� O� O A O f0/1? O lNi1 A = F Z f N N j j O N ZZ z � ; P;• rzi �vNi zo m m � rroi In omo v rry c�v o v �tim y \ y N m' a' N Zmy y N r A A mm g o" �m ; mz v m o v 14 c, O Y N N am. 31� (4o ti A W A •p+t R• � � lrl..O C. D C � M~c.�N N N�� � = C7 s gyp" p�z z �"o'o cno 0o cn �m BRUNICARDI RESIDENCE FLOOR MIENTEETING S REVISION NOT FOR CONSTRUCTION 185 MT AUBURNST 40 QUAIL LANE 09/19/07 CP1AfiAlOGEMA02138 PH 617 492 2139 HYANNIS, MASSACHUSETTS SCALE: 1/411=1'-0" Fz 6114926262 NOT SCALE:1/8'=l'-0'FOR 11817 PAPER o Q LEGEND /ABBREVIATIONS SMITH ST FINISH FLOOR ELEVATION SOIL LOGS DATE:March 13, 1997 0o LOCUS EL - 41.5 TYPICAL SYSTEM PROFILE ,00_______r = CONTOURS J OND #P-8892 T.O.F. - 40.3 NOT TO SCALE x 100.0 = SPOT GRADES OCEAN Ate' MANtbLE ,� FRAME ENGINEER: BOARD OF HEALTH AGENT: D4 = WATER GATE/SHUTOFF ax R.A.Baxter Ed Barry * = HYDRANT _ '' tHaF FRAME TEST PIT 1 TEST PIT 2 ® = CABLE TELEVISION RISER Z / ='l: nNWW GRADE OVER TAW .0t G.S.E. = -36.2t G.S.E. - 36.Of ® = TELEPHONE RISER a HYANNISPORT ,� FRMSMED GRADE OVER D. BOX = 39.ot _,. _,.—,._,.._� = HARBOR '•` FUvH WAGE OVER t Hll� = MARKED UNDERGROUND ELECTRIC LINE TREE/BRUSH LINE 40 SCH. 40 PVC FIRST 2' (TO BE LEVEL) O A Sandy Loom 0 A Sandy Loom El `3-• ICAL) - 4 SCH. 40 PVCF10 YR 3 2 CONCRETE BOUND OL2' ( 13" 10 YR 3 2 13' EL = ELEVATION ;+,� --� 9 (min) Cover B ® - CUS MAP :� 10• NsrAu 6` SUMP ~ 4' +• Pvc ` ( ) CB — CONCRETE BOUND LOCUS GASE ,:+ 36 max Cover Loamy Sand Loam Sand SCALE 1 2.000' .• •u+' 10 YR 413 10 YR 413 SB — STONE BOUND ' 4` DIA. PVC 1 �. OH DRILL HOLE s p0 k. is " C Fine Sand C Fine Sand FND FOUND T :... o 0 o c� o j 10 YR 6/4 10 YR 6/4 — .;.. ;s ::.•:�.,.. ...:r. :.••:. :�: :' -. 144 EL 24.2' 144 EL 24.0' EOP — EDGE OF PAVEMENT - ' 1.• .$TP# TEST PIT 12 �• ' •:i•r r' a. • •♦ }' PER(: O 54' ! ; :.• '• :A. RATE = 2 At91/IN • _ 1 EL 33.0 3,000 GALLON SEPTIC TANK 5' MIN S� DISTRIBUTION BOX FLOW DIFFUSER V_MNo Groundwater Observed O Elev. 24.0 H-20 H-20 H-20 CONSTRUCTION NOTES: GENERAL NOTES : L ALL' LANDSCAPE AND ACCESS ACCORDANCESYSTEM WITTH TITLE V OF THE STATMPONENTS SHALL BE INSTALLED SEANITARY CODE 1.) LOCUS AREA IS COMPRISED OF EASEMENT DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF LOT 3A O PLAN BOOK 533 PAGE 98 D® BOOK 13,939 PAGE 142 THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. BARNSTABLE ASSESSORS MAP 287 PARCEL 109 001 LEACHING AREA REQUIREMENTS 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING DEED REFERENCE: DEED BOOK 21,618 PAGE 255 - 257 LC. 19844 1 BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE OWNER: DAVID BRUNICARDI dt CARYN MAROONEY NITROGEN LOADING LIMITATION N/A '119 / 3 '� N CHARLES F. & JULIA SAMPLE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ' RESIDENTIAL• 7 x BEDROOMS ��`8�' �9 37.9 ENGINEER. 1309 GLENDALE AVENUE ——_ — BERKELEY, CALIFORNIA, 94708 x 110 GPD/BEDRO�1 r- — N 86.36'17` 1' �---- TOTAL DESIGN FLOW = 770 GPD .�` ,\ 4�;� `. . , r. 97.73' �xs3:z;9,e. . C,�..- ►►i ZONING INFORMATION '� \ i HE�N AGENT AND DESIGN EION IS NGINEER FOR INSPECTION BOARD NOTIFYTHE OF ) _ '` _ 1 \ ZONING DISTRICTS. RF 1 GARBAGE GRINDER (NOT INCLUDED) = N/A- _ _ _ . ¢ , �:,4 A � `` 1 � ',. `� s s �..:. e \ , 0—LEAST '48 HOURS PRIOR TO BACKFILLMG. THE SYSTEM SHALL f \ x 39.8 AP AQUIFER PROTECTION. OVERLAY DISTINCT PERC RATE = 2 MIN. / INCH (CLASS 1) NOT BE BACKFILLED UNTO_ INSPECTED AND APPROVED. LIAR = 0.74 GPD/S.F. �� \ ! °i 36,7 w 35.3 / MINIMUM CURRENT ZONING REQUIREMENTS N ZONE RF-1 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHED 46..5 �` . ? t, ' 6,7 ` / 40 PVC. UNLESS OTHERVISE NOTED HEREIN. MIN. LEACHING AREA �' S.A.S. REQUIREDi <" 1 x A� MIN. LOT AREA = 43 560 S.F. 770 GPD/ 0.74 GPD/S.F. = 1040 S.F. MIN. �a\'�' \` `', --- \� E v 5,5 d, MIN. LOT FRONTAGE = 20' 46:1 , x�;?,{; ,4 S 1 x 5. IF UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TOP PROPOSED SYSTEM. �� Fqo 46,6 �� \ 3 j 35,4 w� / OF SAS (PEASTONE ELEV), EXCAVATE AS NOTED TO THE 'C MIN. LOT WIDTH = 125 12� FLOW DIFFUSORS �� % t \ '" r 1000 HORIZON-, FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE •� �4 , \ R \ r?S• F; WITH 2NNEH x 331� 00 FRONT YARD 30' SIDE do REAR YARD = 15' VITH 4 OF STONE ON SIDE 4 OF STONE AT ENDS e, : 38, 3 ;<,4 1 / M LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 1 C8 RIM 37.0 M CMR 15.255 TO THE TOP ELEVATION OF THE SAS. SIDEVALL AREA, (56' + 16')2 x 2' DEPTH 280 SF �% .- 47. J�� 1 1 \ / NOTE: BUILDING RESTRICTION AT EXHIBIT A RECORDED AT BOOK 13 711 PAGE 240 BOTTOM AREAi (56' x 16') = 896 SF �� �� 4;,4 •��♦ r 3 , 3 j ,1 / m 6.WHENLESS THAN 3 OF AGAINCOVEST FREEZING AS REQUIRED ' TOTAL EFFECTIVE LEACHING AREA = 1176 SF ` Z 3.)COMMUNITY PANEL NUMBER: 250001 0006 D _t ' ��i x 44,6,E ' ; 1 `% 1 ', ` r� / % ' / Q 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C o�• %X 4,�.5 .�` ° A ; / CL GRINDER DISPOSALS AN AREA OF MINIMAL FLOODING. SEPTIC TANK SIZI% 770 GPD x 200% = 1,540 GAL ' ' Q r , ti v USE 2000 GALLON TANK ; \ ©1 j I;' , ' ; X_- " \ , 47'6 \ fi 5` I' 36' - `tiF \ LOT 34 S. THE CONTRACTOR SHALL CONTACT 'DIG SAFE CAT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL 4.) PRIMARY BENCHMARK DATUM: NGVD 1929 / r" PLAN BOOK 533 PAGE 98 EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START PROJECT BENCHMARK: SEE PLAN S. S B x �.4 45.954t SQ. FT. OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMIII THE i X(a3.1 i ,3/ / ,' - ``: 5.)UTILITY INFORMATION SHOWN HEREIN: DESIGN SCHEDULE !'f ' \ ,c� r 3`3,5 �o+ 1.05t ACRES EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF i ;/1 i d i / �� 1 37.5 x''` `` �•`` ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. ,, 'go £ THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE LOCATION OF UNDERGROUND UTIUTIES ARE APPROXIMATE AND TOP OF FOUNDATION (HOUSE) 40.5 1q.G,l' ' �` MUST BE VERIFIED IN FIELD BY THE CONTRACTOR AND SHOWN DV AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED GARAGE SLAB 39,5 i 48.9 ii 1 , \ %' - ~ \\�`;`. A►/Jti TO THOSE SHOWN HEREON AND HAVE NOT BEEN APPROPRIATE U11UTY COMPANIES PRIOR TO ANY CONSTRUCTION. 1 �9 t4t�;7;1� s `< ` ` 'i `�c 33,8 41 INDEPENDENTLY VERIFIED BY THE OWNER OR ITS SEWER INVERT AT HOUSE 36.2 _..__;___. x s 1 \ 1 */ ,\ \ x ;�,, 2 ,/ REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY 6.) A 1111E SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. ```. SEWER INVERT A7 GARAGE 36.5 t i i ` `` \ /``\ /,� ' x 38:2 �^ - _ \x` 4,V RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE IF DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL 4,., ♦ w _ Y OCCASIONED B THE CON ACTORS FAILURE TO LOCATE THE SEVER INVERT INTO SEPTIC TANK -_— _ BE PERFORMED BY OTHERS. " ,, e .- -.. .:_.-..' _ _�',�• ,.,_. �0 F Ial INFORMATfilV -DIFFERS_ - . �:- SEVER INVERT OUT PT A t , 4 FROM PLAN INFORMA 36.0 I E SEPTIC TAW 3S7 1�h \ ti / ti TION, ThE `CONTRACTOR SHALL' NOTIFY THE c 1 7.) THE PROPERLY UNE INFORMA OIN 13A5M ON-CURRENT SEVER INVERT INTO DISTRIBUTION BOX 356 X ,, „ -,-, � „�' ?9r ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.. AT UTILITY / ` \ ?O• ; :' ' _ -- \� 3�5 x'�3 3 , x 33.¢ 3 CROSSINGS, `VERIFY IN'FIE1D THE LOCATION NVERTS AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND / - , `' ~ `\ `� 3 • 1ELEPF & DaraicoMM aNn RELOCATE IF CERTIFICATES. THE EXISTING .FEATURES SHOWN HEREON WERE SEVER INVERT OUT OF DISTRIBUTION BOX 35.4 rr 50 :<1 1 , `t , . ' ' Mi ELECTRIC, GAS, '5"). / 1 0• ' rti' Aeb CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS SEVER INVERT INTO SAS x OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED 35.0 % '° '2r-+ 't �� 3� �3 DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL BY BAXIER. NYE do HOLMGREN, INC. ON JULY 28, 2005 BOTTOM OF S.A.S. g ,0 50,2 UNDERGROUND UTILITIES AS REQUIRED. / r% ' �\ / \ ' \ \X 33 Cl PLAN REFERENCES: NO GROUNDVATER OBSERVED TO ELEVATION 24.0 i f_ \ \, \ $3.54 - / 5° ;• `� ,`Q S:& a PLAN BOOK 338 PAGE 31 �. x 41.9 `. \`', \ FND:` `� PLAN BOOK 130 PAGE 67 i 51 -_ e, i PLAN BOOK 533 PAGE 98 44.5 _` - - ;r�• ` `\ %\< Q�S1jN PLAN BOOK 492 PAGE 45 PLAN BOOK\ x 51. x 2. � � l` LAND COURT 5PLANS 19844A (Lot N sheet 1 52 A�'` Cb t` kS�' M1rTER PIT \`\ f 1 1/ ----- ------ 4�,.z h erg -� zo \ 4__ t , 473 46 9x - ------_ ------ __ _ HEICT,VAFII _ / 1 S3 \� e�b3,r0 `\ - ------------- -------------- __ ---------- ---'4�b �`.. \. d 4,2 - x 2 = �,�\ 'x.39,2 — % 7BM: HYDRANT 1 dls `-Jy�.___ ,� � � '�- a __ --____ NDLE EL.- 56.87 -_, _ \\ \ DA7UM: NGVD 1929 \� �N , , \\ ! /p =p 3, 7 } 0,8 �� 49,1 \ `'•.�\ �44,6 \ U/ � _ J 1 �--- - � , acra- `. FTdD 53,6 FND. 4 40 Quad Lane x q x 44.4 A/ • �� x 4.2 Hyannis Port, Massachsetts V A, PREPARED FOR �\ x i� _ - \ x 36,7 °�• 5 - � r3` ~� 4 .8 _ - - _ x 4V5 David Brunicardi 4 5'79L w , J ----------------------- _ --__•- `\. •,' V 44'9\ � ''\ `�,, TIC _-------____________ 4_ -- ---- 1\ \45, 0. 4,677 `�' e \\\ '1� septic system Plan .55 tn ss 54,7 BAXTER ENGINEERING & SURVEYG i- _ \\` ''�a'3`1 `�-\ x 51 6 \\ x `19:8\ \, \\ N Registered Professional Engineers and Land Surveyors 5s' 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 CN MANHOLE FRAME.AND` COVER TO GRADE (IF < ~ , > `• • \ 1 rn '\ `\ •% 1 `r Phone -(508) 771-7502 Fax - (508) 771-7622 UNDER PAVEMENT). OTHERWISE CONCRETE 01 \\ 1 $+ 48' 4.0 4.0 COVER AJUSTED ,TO 6" BELOW FINISHED �,� xe,54.2 \ 1 X�50'� 2" PEASTONE OR 1 J GRADE. \. '`, 2,4 20 0 20 40 E FILTER F 1 iNh 4 8:0 G OTEXTILE ABRIC 1 1 o )4F `, ��11 o O 1 1 r7 o ao it o 0 0 0 0 0 0 0 0 3�. — " ,j d SCALE IN FEET O� 24 c o 0 0 0 0 0 11� 0 52.�5 ; SCALE:1" = 20' EFFECTIVE WASHED STONE DATE: 9125107 .J L 2 DEM ��� of REV DATE: REMARKS 1 Q u, PLAN OF PRECAST FLOW DIFFUSORS CONCRETE FLOW DIFFUSOR DETAIL � (H 20 LOADING) (H 20 LOADING) o NO SCALE NO SCALE * , fBT DRAWING NUMBER 0 f�lL�• 2� 0: 2006 06-066 surve worksht 2006-066SP.dw o } O 2006-066 <- n LEGEND /ABBREVIATIONS SMITH oQ ST FPM FLOOR ELEVATION LOCUS SOIL LOGS DATE:March 13, 1997 EL - 41.5 TYPICAL SYSTEM PROFILE ----���-- = CONTOURS GJ OND #P-8892 SPOT GRADES T.O.F. = 40.3 NOT TO SCALE X 100.0 _ ENGINEER: BOARD OF HEALTH AGENT: D4 o m MANH ND aE COVER A FRAME = WATER GATE/SHUTOFF a. R.A.Baxter Ed Barry + = HYDRANT TEST PIT 1 TEST PIT 2 ® = CABLE TELEVISION RISER N J ,� MANHOLE COVER a FRAME ® TELEPHONE RISER •�, FlNfSfED GRADE OVER TANK .Ot �� Z � � HYANNISPORT •t'- a cR�DE OVER D. eox = 39.Ot nAMMcAOE oA4R G.S.E. = 36.2t G.S.E. = 36.0E = MARKED UNDERGROUND ELECTRIC LINE _ `J HARBOR ;r 3 Imo► ' �•o- � 0 A 0 A = TREE/BRUSH LINE FIRST 2' (IiD t LEVEL) 10 YR L3002 CONCRETE BOUND 4 SCH�Cu) PVC 4' SCH. 40 PVC _ 0 YR`3 2 .s. _- Y� , • e' 4' SCH. 40 PVC 9�' (min) Cover 13 9 13 B ELEVATION LOCUS MAP `' L10- INSTALL GAS swu 3s (max) Cover Loamy Sand Amy Sand CB = CONCRETE BOUND SCALE 1 = 2,000 ,••. �''" • ,, 1 10 YR 413 10 YR 4 3 SB - STONE BOUND 6. 4' DID. PVC ;�;.`.�: �'�, '�� ;, 48" 48" DH - DRILL HOLE CRUSHEDT Kx• -;fl..,,� >< C Fine Sand C Fine Sand - sTONE ''`' °,1:� 10 YR 6/4 10 YR 6/4 FND = FOUND 0 0 0 0 0 . ;.;•;.. ,.L:,• ..:�.,�. ..::, .. . :,..:.�;-• ::+;- 144' EL 24.2' 144' EL 24.0' EOP = EDGE OF PAVEMENT r :y :., :•.� ; • - �: TPf TEST PIT s ; a.• '.•'. ;. .} -.• . PERC O 54 RATE - 2 MIN/1W • _ 1 EL 33.0 5' MIN 3,000 GALLON SEPTIC TANK DISTRIBUTION BOX FLOW DIFFUSER SMNE H-20 No Groundwater Observed O Elev. 24.0 H-20 H-20 CONSTRUCTION NOTES: GENERAL NOTES : L ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN 1.) LOCUS AREA IS COMPRISED OF LANDSCAPE AND ACCESS ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE EASEMENT DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF LOT 3A O PLAN BOOK 533 PAGE 98 / DEED BOOK 14939 PACE 142 THIS PLAN, 6 ANY LOCAL RULES & REGULATIONS APPLICABLE. BARNSTABLE ASSESSORS MAP 287 PARCEL 109 001 LEACHING AREA REQUIREMENTS LOT 26 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING DEED REFERENCE: DEED BOOK 21,618 PAGE 255 - 257 NITROGEN LOADING LIMITATION~ N/A i 39,E L.C. 198" I OWNER: DAVID BRUNICARDI dt CARYN MAROONEY BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE NIP CHARLES F. & JULIA SAMPLE CHANGED WITHOUT WRITTEN PRIOR APPROVAL;BY THE ��83' 37,9 ENGINEER. BERKE .EY, C UFORNIA,E94708 RESIDENTIAL, 7 x BEDROOMS , - --- x 110 GPD/BEDROOM ` `� �-"'---�---- 2 A� �N 86�6'1T --__ TOTAL DESIGN FLOW 770 GPD \ 42,7� `` 37,9 ! 3. WHEN CONSTRUCTION IS COMPLETED NOTIFY THE BOARD OF 2.) � `' �: � � 97.75' '. ZONING INFORMATION GARBAGE GRINDER (ITT INCLUDED) = N/A ® ''`. i�� ¢ ! 4s `cgs ,`\ ,` ,� � \\ � a HEALTH AGENT AND DESIGN ENGINEER FOR INSPECTION AT ZONING DISTRICTS: RF-1 X 38.8 LEAST 48 HOURS PRIOR TO BACKFILL.ING. THE SYSTEM SHALL PERC RATE = 2 MIN. / INCH (CLASS 1) `�6,0 \ i�'� \ / NOT BE BACKFILLED UNTIL INSPECTED AND APPROVER AP AQUIFER PROTECTION OVERLAY DISTRICT LIAR = 0.74 GPD/S.F. ;�%;`,\; \44.0,' ```, \ 36,7 35,3 ! MINIMUM CURRENT ZONING REQUIREMENTS N ZONE RF-1 36,7 ! 40 Pv FINLESS DISPOSAL NOTTEM EDD PIPING TO BE 4' SCFED MIN. LOT AREA - 43,560 S.F. MIN. LEACHING AREA OF S.A.S. REQi1IRER F 46.6 '` � `, ', ' 4 ' •, ` x ' % �\'`\ -- - \ \\ `\\ ' 5.5 / MIN. LOT FRONTAGE = 20' 770 GPD/ 0.74 GPD/S.F. = 1040 S.F. MIN. g0 D4 �- .,, a � � S x PROPOSED SYSTEM, 46,t F 46,6 �'��''\ _ -- x, \ ' \ f B 4 1 c,, ! 5. IF UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TIC �• g0 ..5 ` `T3�r3�. J 35,41 ! OF SAS (PEASTONE ELEV), EXCAVATE AS NOTED TO THE 'C MIN. LOT WIDTH = 125' 12� FLOW DIFFUSORS `� ;4 t R \ r?s f 11Nm�� 2 -Isrp E H � x 33� ap HORIZON', FOR A FORIZ DISTANCE OF 5' SURROUNDING THE FRONT YARD 30' SIDE do REAR YARD 15' WITH 4' OF STONE ON SIDE & 4' OF STONE AT ENDS `�` �~ ``` `, \ \ \ 38,E+3 ,� 6.4 CB RIM = 37.01 M LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 SIDEVALL AREA, (56' + 16')2 x 2' DEPTH = 290 SF ` i 47,3• � ' i ' ! CMR 15.255 TO THE TOP ELEVATION OF THE SAS. NOTE: BUILDING RESTRICTION AT EXHIBIT A BOTTOM AREA, (56' x 16') = 896 SF ��% �� 47A5 'o \ 3 i' , 1 ! m 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED RECORDED AT BOOK 13,711 PAGE 240 2 ��/ ` WHEN LESS THAN 3' OF COVER. TOTAL EFFECTIVE LEACHING AREA = 1176 SF __ .- ; X 4.6 "1�' + q = Z 3.) COMMUNITY PANEL NUMBER: 250001 0006 D o 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C SEPTIC TANK SIZING, 770 GPD x 2007. 1,540 GAL ` %� Q!' . `\ i ;� ;k 4,`.5 i i �`'� / h \� ! J USE 2000 GALLON TANK ; �,, ! r x \ , d GRINDER DISPOSALS. AN AREA OF MINIMAL FLOODING. 'X \ 47.6 , r ! 36. 8. THE CONTRACTOR SHALL CONTACT DIG SAFE CAT 1 ' \� i� � ' i r %� ;�` o -\ % Lac-& i-888-DIG-SAFD AND UTILITY COMPANIES TO I LOCATE ALL 4.)PRIMARY BENCHMARK DATUM: NGVD 1929 1 �$ 48'S 1}+i�;" Ate; r ;' / / -'' PLAN BOOK 533 PAGE 98 EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START -----�- t' rX'a3.1 t " •3 % ,' - _-- -- x 32.4 OF CDVSTRUCTD]N. THE CONTRACTOR SHALL DETERMINE THE PROJECT BENCHMARK: SEE PLAN t ,, ( I ; / 45.954t SQ. FT. 5. UTILITY INFORMATION SHOWN HEREIN: DESIGN SCHEDULE t i !r ; \ I / #TP# 1 x�\. 3's �0• 1.05t ACRES EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ) \ t ; ;% 7 37.5 I \ `\ �g F ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND �' d A I `` �. 1 J / sb THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE TOP OF FOUNDATION (HOUSE) 40.5 t 4 1 ts,t I o 1 ( i �' \ SHOWN IP! AN APPROXIMATE WAY ONLY,t t , G ,: \\ MAY NOT BE LIMITED MUST-BE VERIFIED IN FIELD BY THE CONTRACTOR- AND GARAGE SLAB 39,5 48.9^:= ; I ' ' o , 1 i -�`�� ~ N TO THOSE SHOWN HEREON AND HAVE NOT BEEN , APPROPRIATE UTILITY COMPANIES PRIG TO ANY CONSTRUCTION. �I /., \ I k9 14 ;t i ! .` 4/ o ,INDEPENDENTLY VERIFIED BY THE OWNER OR !ITS SEVER INVERT AT HOUSE 36.2 ---r-- X� �,7, \ \ �.� �� 33s SEVER INVERT AT GARAGE 36.5 t ,� �` . �/\ \ \ '2 ' x 3e,2 .;X\ q� IV-4 REPFFESENTATrvE. THE coNTRACTaR AGREES TO BE FULLY ) 6. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. t ; ; t + `` \ ���e / \�. _� -� 4,y RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE IF DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL \ ! ! ` ~ `` '�Y OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE SEVER INVERT INTO SEPTIC TANK 36.0 t 4�:r7 �, C \,Q / -'"f , - x ,. . BE PERFORMED BY OTHERS. _ i4 ,1 ;, , + 7 \ ;� � 0 UTILITIES EXACTLY. IF ELEVATION INFORMAT...�I DIFFERS - SEVER INVERT OUT OF SEPTIC TANK ,? - U i , ; t 1 ` `. ` '�`` \��\ P,A� FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE 7. THE: PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT \ ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY , SEVER INVERT INTO DISTRIBUTION BOX 35.6 r J i + \ ' / _��' �� \\ x >' ) + ``� \ ?0' ' ��39.5 X�� fib,,` `\ x 33� 3 CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND SEVER INVERT OUT OF DISTRIBUTION BOX 35.4 50 ---- ;; ++ `� '`/ p, �.+*�s� �� \ �� �., `�` 5.2 1 a �h 'ELECTRIC, GAS, TELEPHONE & DATA/Comm AND RELOCATE IF CERTIFICATES. THE EXISTING FEATURES SHOWN HEREON WERE SEVER INVERT INTO SAS 3SO / _ � 50,2 r i i }� , � ``''•� � x ,2 � 1\ `. \ \ � A CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED ! 50. ! . i + 39' !h3 DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL BY BAXTER, NYE & HOLMGREN, INC. ON JULY 28, 2005 BOTTOM OF S.A.S. 0 / , ; ; / , 4 4 j �/� `'$,� - _ \\`-- ` s \\\'`, `� ! i jr 2 UNDERGROUND UTILITIES AS REQUIRED. NO GROUNDWATER OBSERVED TO ELEVATION 24.0 ! ; ' `, ' ' �``� �' \ \\ \ \\ ` x 33 . y I; PUN REFERENCES: i so. r '.�'y ' �y �i `.\ S.B. $3.54 _ PLAN BOOK 338 PAGE 31 i - 5� ----- �/ + �' Q! ` x 41.9 -------- -``.����� ` FND.'`,, PLAN BOOK 130 PAGE 67 1'`� ``1 1 x 44.6 - - --`, '` - --- / `�\C\�35 3 ` \\' ' PLAN BOOK 533 PAGE 98 �, \ _ �� \ x `\/ ,c PLAN BOOK 492 PAGE 45 /! ` s S1, ;ti,\ ` _1\ --_ _ _ - -- ~�`'-�° ' ___-- x 2.2 - \ / ._ ` _ �! PLAN BOOK 555 PAGE 61 52•0 x 4 LAND COURT PLANS 19844A (Lot D) N ! v -_ ---- sheet 1 52 f \ V 2•$ � � ,1+ \ •, 47,9 '\ s---- -- -- ------�---x -_ -�•;� ---�, \ ���`�,� \. �,\,� ` `---_,1_`�'� � �r�8�._ l��`'-- 33.1 46.9 - 4\� /�` C `\\ _ \`�- '�- �N Of 44°2 - -- x % =C1 ? \�b.� ` � `S / ! .\ TBM: H T 1 x 43.8 48 s'_` �/J to -.\`,\.� 39�2 ` ` _ -�` \� R tl�N i SPINDLE EL- 56.87 Db', ------------------- `\ �� 1 �O - -- .\ N % \ DATUM: NGW 1929 ��\ --- - ------- - `�, .�` \ �` d/pJ*p .,X\ '�`\\��`� �._ -- - - \�� S e 2g874 Sg 53,6 \ _ _ _------5- $ --------- `\` ``\_------- 54.2\` .5 .4 \ !, \�� '\ \` \ `\ x 43.6 J/�vy x�43.7 ., 35 \� \ �� ------ --- - x., \ 4J Ic�/ = O ~' \" \ !11 f 1 01$ �� 49,1 \ \`vc 44.6 ` 6/�� v �`\ "4-- - x 40,$�\ \ \ �0. -` FWD. 53,6� ----------------- ___ \\\\ .,\\ `.�`�`` `\\ � �---_-_-------''----------���'�, `\ \~' \` `\ \\`\ \ , `� � Quail Lane � -•/O ^� - x 49;7��. `. X 44.4 . Hyannis Port, Massachsetts 44,3 i `� \' �� \ ` X _ -x.a 5.9 �\ �\ �.\ ``� X 36.7 PREPARED FOR 44.8 J- �,- r \�\ `'\. \ \ X 49.5 + 1 David B ni ��-------- - - - \ \ 1 ru card) CID z4-__ _� --- --. ~'\ ` 0' 4•�, 3$1$ Septic System Plan _- as� 7g 5,5 Ln o �54.1 \ '\ \ \ x'`19.8\ \ \ 1 o BAXTER NYE ENGINEERING & SURVEYING C 57 56.5 X -� ` 52.3\ \ -- . \ 55.2 \\\ .\\ \ ,\ \ ; W Registered Professional Engineers and Land Surveyors -�. 56' MANHOLE FRAME AND COVER TO GRADE (IF �\`� 55.2 '\ \�, \� \ \\\ \, ,�°` A 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 '' 1 Phone- 508 ( ) 4.0 4.0 UNDER PAVEMENT). OTHERWISE CONCRETE \ \ \ ( ) 771-7502 Fax - 508 771-7622 COVER AJUSTED TO 6" BELOW FINISHED �\ `� x`.s4.2 ' , �'� `� X15o,'p ' '1 c 2' PEASTONE OR GRADE. ` \ `� �, \ 2.4cn _ 4 1 GEOTIDMLE FILTER FABRIC ; + �48.0 20 0 20 40 SCALE IN FEET 0o ap • G O O O O O O G O 3 24 o c o 0 o c o WASHED STONE ,p 52 � SCALE. " = 20' DATE: 9/25/07 m EFFECTIVE ; s DEPTH REV. DATE: REMARKS , L-04 E RKS J CY PLAN OF PRECAST FLOW DIFFUSORS CONCRETE FLOW DIFFUSOR DETAIL (H 20 LOADING) H 20 LOADING NO SCALE ( NO SCALE ) DRAWING NUMBER 0 0: 2006 06-066 surve worksht 2006-066SP.dw - 66 O