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HomeMy WebLinkAbout0057 WEST BAY ROAD - Health (2) 44 Quail TUi4, Osterville � . A= 117 - 117 i,08 � fV No. THE COMMONWEALTH OF MASSACHUSETTS .Q E ed' Eom uter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSA Yes` 01ppYicatiou for Mi!5pogar *pztem Cow6truction permit Application for a Permit to Construct y/�Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.LIV ���'S/J c 0577. Owner's Name,Address,and Tel.No. B&rr-Al vAcIT Y Assessor'sMap/Parcel j17 1 167 �js41�5 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: 4;Z713 27~3 4 P—CP47y Dwelling No.of Bedrooms l Lot Size �- G sq.ft. Garbage Grinder (Ila Other Type of Building &JC10,P No.of Persons Showers( ) Cafeteria( )til Other Fixtures 1 L Design Flow(min.required) gpd Design flow provided 6 fj gpd Plan Date l ./-7— 0 —7 Number of sheets Revision Date Title y •� (, Size of Septic Tank �3d0 �� Type of S.A.S. M/tCA45 . Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constructi nd mai a of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of t nviro en and not to place the system_in operation until a Certificate of Compliance has been issued by this B of Health. Sig Ja Date -Application Approved by Date Application Disapproved y:. _ .Date -for the following reasons Permit No. r Date Issued THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA . P '' !per� ,'�J1 l �> �Y •�'f .', � f� oil No. f a f Fee } � � .i t Enteredrin computer:1. THE COMMONWEALTH OF MASSACH�JS TTS } ' � lYe� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MAS'SACH'USETTS � ki ZIpplication. for �Dt5ponl' &p5ttm Conotrurtton permit ='¢Application for a Permit to Construct/ Repair O Upgrade O Abandon O ✓ Complete System❑Individual Components t rLocation Address or Lot No. (f�lL ,'` c ��� Owner's Name,.Address,and Tel.No. P /0 / /?� /3'4`r<D ��jJ6 - Assessor's Ma /Parcel Installer's_Name,Address,and Tel.No. - ° Designer's Name,Address and Tel.No. 9 Type of Building: n a' Cjy7"y Dwelling No.of Bedrooms Lot Size phi.. ya?'9 C sq.ft. Garbage Grinder e o) } Other Type of Building&)u00 rleAJOC No,of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7"`T� gpd Design flow provided 6 6 gpd"` Plan Date /Q"/ " Q' Number of sheets Revision Date A Title I UA 14- fe t . \ F Size of Septic Tank 00 q4 f Type of S.A.S. CO/t 4F7Z r40a b f�F6/54<!;7 Description of Soil + � y v k i •. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: , <� The undersigned agrees to ensure the construction-and maia-t rKa-nee of the afore described on-site sewage disposal system in accordance with the provisions of Title 5the,-nv"n< f Code nd not to place the system in operation until a Certificate of Compliance has been issued by this B and of Health. Sig a /�t� Date Application Approved by _ /� ( ,l° Date Application Disapproved by.- a/ / Date for the following reasons Permit No s Date Issued ILIel THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIIFpFY,that the On-site Sewage Disposal System Constructed (�/) Repaired ( , ) Upgraded { Abandoned( )by A16 & CO ® /0e 1O/K 3*<fiU1,41 at qV a IjA l C /) s /54 V/4-C-t has been constructed in accordance with the provisions ofyTitle 5 and the for Disposal System Construction Permit No.� / �/ dated Installer YI6 Designer I � #bedrooms Approved design flow, e' ` 'e _ _ gpd The issuance of this permit shall not be construed as a guarantee that the system will funcfio. a""d� ed. Date ..i� Inspector . _... - NO. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 'i!9po!9al �&pgtem Con$trUchon Permit ".. Permission is hereby granted to Construct (4 ) Repair ( ) Upgrade ( ) Abandon ( ) System located at yV oa4 /I- k 6 _ a V 14-(l e . I and as described in the above Application for Disposal System Construction Permit.The applicant recogni 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 this PEMit. Date 0 Urr e--. —& �b VApproved by —� - -- - Transmittal Letter . - 'To:-� 200 Main-Street- Hyannis,MA 02601 f - Attn: �bnra YYloranc�'� From: Stephen.A. Wilson, P.E. ..: Subject_: R-%rm,k Zco7-5-161 y'o .i' clo�•/ 2�G�Ds/zryi/� Date: We:are sending you Attached ❑Under.Separate Cover.- _ The following documents: IM Prints ElOrder.of Conditions❑Variance Approval❑Recording Slip ❑Septic System Permit.- - Notice of Intent Other i DATE QUANTITY DESCRIPTION These items are transmitted as checked below: ❑ For Your Use ❑ As Requested For Your Files ❑ For Review and Comment ❑ For Recording As Required Other: Additional Distribution 13atjscc:U 13u,l aQerS ; � Cc.Fr_v�,ruo'_ �e File No. 2©d 7—0 0 3 Baxter Nye Engineering&Surveying Phone:508-771-7502,ext.13 78 North Street,3�d Floor Fax: 508-771-7522 Hyannis,Massachusetts 026.01 &Mail:swilson@baiter-nye.com ir Transmittall-etter5.doc �, ^^S L t Town of Barnstable `"E Regulatory Services - Thomas F. Geiler,Director g Public Health Division i639._♦0 .. .. Fo► " Thomas McKean,Director -- . 200 Main Street,Hyannis,MA 02601• Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: /I � Sewage Permit#2��� �`S�6 Assessor's Map�Parcel N11 17 P�1 1�� Designer: Sight., /Q. 1.1.I San Installer: QL!A 4-cr i n e Address: Magr IUL.L &Sr s �;urvgtj Address: P.o. 78 Wor�_�•fai p l 02bd1 17a.. - OZ�3�j On was issued_a permit to install a I w Gab•criKe _ _ date installer R. rf Stn/ (5-30-a"r) septic system at_qf Q,r:;l W, Os�cw,//r- based on a design drawn by _ (address) S43-12ke., A. Lei Iso" . PC. dated 10 —1-7- 2007 (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. 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 h of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. `.�b3 OF yA-/ AUYN r �►� �T£P3�gpI ��� 3 'f" (Installer's Signature) WNI ' (Designer's Signature) (Affix De tamp He ) w PLEASE RETURN TO 1ARNSTABLE PUBLIC HEALT14 DIVISION. CERT ICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. 1. Q:Health/Septic/Designer Certification Form 3-E•04.doc Q*Zoo 7-oo3) l TOWN OF BARNSTABLE 2oo7- ,s-16 LOCATION 4�,�- ��r' '� SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL -7 INSTALLERS NAME&PHONE NO. ?Ay o -3 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 6 ri-ow D>,,:-itut 6-1 (size)- NO.OF BEDROOMS G OWNER C_ Q v e PERMIT DATE: �' Z� Ia 9 COMPLIANCE DATE: 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 100 feet of leaching facility) n/ Feet FURNISHED BY 16��d✓�w•(^ 3 ' 33 2 30 Z� 3 2- 1 � 3 6 � �t,l •� � i I A i ti r ; ��KE ray, Barnstable Town of Barnstable 0AmwIce Cft MAS&g Board of Health 200 Main Street, Hyannis MA 02601 2007 Office: 508-8624644 Wayn6 Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JunichiSawayanagi September 4, 2007 Mr. Stephen Wilson, P.E. Baxter Nye Engineering 78 North Street Hyannis, MA 02601 x RE: 44 Quail Rbad Ostervillle A: 117-177 Dear Mr. Wilson, You are granted permission, on behalf of your client, Paul Jaques, to construct an onsite sewage disposal system designed to be connected to a six-bedroom dwelling at 44 Quail Road, Osterville, Massachusetts. The septic system shall be constructed in accordance with the revised plans dated July 10, 2007. Sin rely your W yne iller, M.D. Chai BOARD OF HEALTH TOWN OF BARNSTABLE Q:\W PFILES\WilsonStevdaques6bedrooms2007new.doc DATE: - -��� Town of Barnstable R$C-BY t639. •�� Board of Health sc�sD. DATE: 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 Six (6) or More Bedrooms LOCATION Property Address: Qy 1/ i4g,d.4_ OSfrrv,,%4 Assessor's Map and Parcel Number: `!1 //7 •!c/ /7? Size of Lot: 2. 3 Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: tau L Ta0.ttts Phone . Did the owner of the property authorize you to represent him or her? ..Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: 'Po.,l J,X!wU Name: Sirrhe A. U 1 tsar . P6''_ Address:—PO. rZ&x Zile Osdwll(Q 'o26SS Address: -29 Mo.4L. Sf'�ce�`_ onn�s OZ�oI Phone: _. Phone: SO'k - 771 - 7SOP— Checklist - Please submit copies in 4 separate completed sets. 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) ti \ Q:\Application Forms\SixBedroomForm.doc Town of Barnstable P# 11 l -7 3 of♦ne rod do Department of Regulatory Services BARNSTABLB, Public Health Division Date y MASS. 0.19. 200 Main Street,Hyannis MA 02601 PrfD rAA'E�' a t Date Scheduled 1 ��� Time Fee Pd. Z Soil Suitability Assessment for Sewage Dis o Performed By: A., (�(/l(,SGYP !' t�, Witnessed By. �i LOCATION & GENERAL INFORMATION Location Address Q /to Owner's Name Po,l Q 7rA UC4 S/rt/r!! Address nG' IBae ZJ(o Assessor's Map/Parcel: M II Pet 177 >ngineer'sName/}alpl�, A W1'(r-c-i (-?iF. NEW CONSTRUCTION REPAIR _V Telephone# OVl 7?1 — 7702 <kt/3 Land Use Slopes(%) O /a Surface Stones I'1 d✓t$_. Distances from: Open Water Body ft Possible Wet Area (nO ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) it / k. lie Parent material(geologic) CEO4C_A5 1. 0 J--(u_s Il Depth to Bedrock cr)1 =' Depth to Groundwater: Standing Water in Hole: Weephig from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs,hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date L 2 S Time / Observation Hole# _ 1 Time at 9" Depth of Pero Sy SG G Time at 6" Start Pre-soak Time a 101,13 to:y e. Time(9"-6") End Pre-soak I ', t w 6 1. Rate Min./Inch 2 1 h Ihc_h Van �v N•nN lr. c t �cr �evC. l�ciC. Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/W P/PERCFORM Zoos— 2ZZ DEEP OBSERVATION HOLE LOG Hole# �-- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) O_y" y r^ a c3a AeOy LDJVH /O y� ✓/l,3 g'! " 5A1-ot Loa wI I 0 yr2 s/� --- f�"=-72" G V►1 c cl w��,.�a nco I o y R s/fo •-- DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consostency,%Gravel) O Ap Sr.,,r.4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.° Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. a Consi ten c %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 Naturaliy'Occurrin¢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? . 5!�5' If not,what is the depth of naturally occurring pervious material? Certification I certify that on `1` (date)I have passed the soil evaluator examination approved by the Department of Envtromnental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature d' ';: Date 6 0 t.. QM EALTI-I/W P/PERCFORM , 1 6N fit - - -- --- -- �� liplf t00 ME ull FRONT ELEVATION SCALE. va' . r-0' 7 ao L r� i FH nD D rl Ld Ir ® 3 w =f� ----------- ---- ---- - ------L----- L-L-----L-L---� ----- ----- -----------------I------------------ -L1-C---11-----1 -----LL-----LL-----� L--- SWEET y REAR ELEVATION 0705 DRAWN BY: 1GW DATE: ll &/07 A'-0• 16'00 a A'-e' 30'-e' 33'-M 4-01 A'-e' 7 P Iq ry GIP S'k`, - h WIT q • Y w I I AI fil ear 8�� � wV. tm d d 3rl �� Ra Cy Ann so I,n ehw aW ow�a eh�a occw --- e 3r- ,] r-n a o' r 9'_p I'A' y la-0 in dA 1/8' 6'-1 y7 r-o' _ rcc msao �nShe W v kQp I1-0—Tl WOLF ALI ;; pa ! y x j arm rm (X�---- R i V Z -.-q'p 34) o � R Z � ICAO i � n)rvo aa I �m Cerro 16 as an.V■ o e � a IA'-o' JOB LOCATIO14: 44 QUAIL ROAD "- OSTERVILLE MA PLAN CEMITMETTALLE, $ � •�%" ��U��o �C�'G��7�c`!�Q�� � ,.n.Sr�� 5�I-.ter? GjJ="�I 1��IJ , 1 CC)� ur I 17-d Itl4 8�-�'• Ti• T-id Ti• tl-O• 9'-.1• Im ®) r . --- T EDROO # _ OOM #2 ®I°L NY_ ® � \` r 111h o i o l G :I O ss s'$ u LJ LJ � � am HATH #3 WNW o rq STORAGE p T F'O1' fmsi� � 00 — 0 (off d a (a)PTO I-MP BATI.1 R q I Lh e'10• e Y i'-Id '-d RC 14� z n tz� 8'-6• G'-M M'-7 i'-N 6'-Y T-d BLId Z 6 J SECOND FLOOR PLAN � Q> SCALE: 114' I'-O° :3 ! 6 are rim (A).roc T24'E? oebc a, a+ - - �Q @ONUS ROOM fCAWW) - r b r m . 3'-d 3'-i• IG• 4'-4• 4• 9'-i• �� �� - DRAWN BY: KW R DATE: 11/I/07 • 'n•d Y'-O• �� R'-0• Y•-O• Id-d �� � � C) _______ e I o y r- Tu sue -----------� L- I--� ' ---- ------ ----- CJ p ----- P r-6—�— ---s•a•--- ed T u-e s r wrwo e. — -- --- ----I L---- 1 L---------- I LQ) -------- -- --- ----- —J I v v \ G m Pa as 1 1 ad: ° a va'LVL aiaT _ - T vR:a+sw I Zi P.T. •MLL Rum- .- + Y I A v ` e•�•ir a• s•a a-c• I ad ar4dq st4 Y s 1 I go Dow HN4. v I 1 v I TO OLAO m S • I I i-g-A w U& 1 - i OROP TA MNLL 1b. - Q 2 I I d c• a c• c• u c• c•u D c-a TM —s e•— d-rI d 10 d-Y• 1 - — } LL---JJJ 0 i7 _•=1 To �\ v v tC a R\11 - R I� j 1 I e1� d I f�I )�)) 0 00 t a�IV* I I vt 11A aser Oo%aYLn CDs Ls n yr LVL per a' �� i I 1 FULL BASEMENT 1� m T � 1 m 1 L --- �� 4 r I t ll5 n °I .ti.v c•-c• c•c• I L— J _—r Y OT' { I —————————— r _ ------------------------ -- — — Y r- r, 1 rs• - zr-c• Y•-e ido g I ' I Ijl I I I R j - <a•: I FOUNDATION PLAN • I 1 I I ' L_ — - . r-- — --=— -- —————— fi_ I GPr r cnc HALLTa u ni e _,.1„ 1 ®//--J • I W R top Ca".Faurmss -1 i•II. 4' - - .. iZtu Z I cnaP 100 I - Q I : nae coon v to I :I I=I GARAGE m1l4icr I 4 I S aas aue To coons 1 I A I i l q 1 MR ccc= I I c SwEET se-cr J00: O705 - DRAWN BY: KW DATE: 11/8/07 5 I • 1 I ¢ I i I I q ' I ti 41 - Y+ J JOB LOCATION. 1 r -cal ,-� Fa)D F\-44 QUAIL ROAD ®STERVILL E MA _ z 1 1- 'i 1 Z UE p^, PL.AN .���•, ��U���L�.:,���cv c��..°..v?�,��� i F- -3HRO; SL f i v^dQi J l _ N • , � 4 z • / !✓ r, ` .. , f r A4 N 4 _ . EDGE OF SWAMP PER r TOWN OF BARNSTABLE G.I.S. NOT star • o }` a y.. . , . • • r , • • LOCUS MAP Scale: 10 = 20001 J / • • anew • • goommons • • � • • ammop • • . RICHARD P. CALLAHAN, TR. GENERAL NOTES : 1.) THE INIENT OF THIS PU 4 IS TO DUA PROPOSED WORK. . 2.) LOCUS AREA IS COMPRISED OF : N/F MOSQUITO & DRAINA&S DITCHES BARNSTABLE ASSESSORS MAP 117 PARCEL 177 • PER TOWN OF BARNSTABLE G.I.S. ' PUN BOOK 196 PAGE 153 JAMES H. CROCKER, TR. • DEED BOOK 1,339 PAGE 727 PERENNIAL STREAM SHOWN IN THIS VICINITY • �- O PAUL B. JAMET UX �- • • ON U.S.G.S. C+OTUIT QUADRANGLE AND NOTED P. a BOX 216 ON WETLAND FLAGGING REPORT I -� OSTERVILL& MA.. 02655 1)ZOMWG INFORMATION gooe ZONING DISTRICTS: RC • RPOD RESOURCE PROTECTION OVERLAY DISTRICT . / INTERMITTENT STREAM NOTED ON • 04DWAT':R PROTECTR%g OVERLAY DISTRICT • •" WETLAND FLAGGING REPORT +`+ LOCATION CP GROL � PER BARNSTABLE G.I.S.G.LS. UkVUUM CURRENT ZOFaNG REt,iUNREMEN'IS - ZONE K. i_ O T A ;_ MIN. LOT AREA - TWO ACRES \ �� ` UK LOT FRONTAGE - 20' \ o PLAN BOOK 196 PAGE 153 N/F MIN. LOT WITH - 100' � • • FRONT YARD Re 20' SIDE REAR YARD - 10' •� .� UPLAND AREA: 37,991 SF f w 0.87 Acres DAMD E. & DIANE L. RICHARDSON • WETLAND AREA: 61,573 SF t N 1.41 Acres • 4.)COMMUNITY PAWL NUMBER: 25M OD16 D ` • - TOTAL: 99,564 SF f N 2.28 Acres t • THE FLOOD WSURANX RATE MAP DEFINES THIS AREA AS �11�. • ZONE A11 (EL 11) -VASE FLOOD ELEVATION - 11. B & C �� � ` �• 5.)PRIMARY BENCHMARK : REFERENCE POINTS TAKEN FROM Z • TOWN OF BARNSTABLE G.I.S. '► (DATUM: APPROXIMATE NGVD 1929) `. ` • '' . • .� • WETLAND FLAG • ` \ 3 PROJECT BENCHMARKS: SEE PLAN (TYPISEE NOTE BELOW . • / a 'g `� 6.)UTILITY INFORMATION SHOWN HEREIN: � �11t LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND �:` • ` MUST BE VERIFIED IN FIELD? BY THE CONTRACTOR AND , A APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. 7,5 7.)BORDERING VEGETATED WETLAND - UPLAND DELINEATION2005. PERFORMED BY SAMUEL HAINES OF ENSR ON NOVEMBER 14. 8)A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. �� _ _ • IF DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL x 12.6�� Imo`'_- \ BE PERFORMED BY OTHERS. `\ �� 'QNf q3 �`. '- A-4 `e\� � • 9.)THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT •�` ` \� • • AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND OOQ DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED Ns, FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY `x�12.0 E Q - BAXTER-NYE ENGINEERING AND SURVEYING ON NOVEMBER 18, `•`\` .�\ ��\\ \ \ � \ • •. 2005. 10.)PLAN RE N/F LIMIT OF WORK FERENCES: A-5 \ / L C. PLANS 26772 A-C-H-L-M-O-0 thru S ` `• PLAN BOOK 198 PAGE 153 \ �`� �:�•• ��`� � �` • ���., ��; ��. `\` • DAVID E. do DIANE L. RICHARD 0 PLAN BOOK 205 PAGE 59 D.E.P. File # E 3.4620 x 15, _ - \ g 2 ...._ � -�;Lr � -. In \ G 1 `\ \ `\` \\ \ ...11l ` ` • CONSERVATION NOTES: ' 6 ' 1. NO WORK IS TO BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED -10 `` ,� \ `��\ �'•�� PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. `T 27' ``�- '�� \ ., S�. x 1�� ��� •• 2. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL 19.13 •�`.` � .� �`-�A�� 19.5 i] DE� ` �S�`. • �•. � \ `•` 7 � COMPLETION OF PROJECT. ,tA 15.4 �� \ �` ` • .` . 3. ALL ROOF LEADERS TO DISCHARGE TO DRYWELLS. 2o,o ---- 120 \`z-- \�`�, �,� �`. N0U \���� .•�s°\AN \ \ ED 9 TEST PIT �1 ' pROP 20 0 ` \ 12 \ \ 4. POOL DISINFECTION BY OZONE OR APPROVED EQUAL 0• *» .� N 0. \% 04 A". /X 13.5 vo \` 20,8 d I I9.0 `\ a;`. 5 `� ` . ,� ij ` �, . � ` • ' VET r- �: 23.6 SOL LOGO Pe n179 DATE � 12/12/LO136 i 19�4 \ \ �. �� �► �'` 1 �, � 15,5 ` ` ` , v�u BARNSTABLE N\ ` \:&�� ` f'� ` 74 \ \\ • SOIL EVALUATOR: BOARD OF HEALTH AGENT a �\ �� `� \ `x 1, STEPFEN A. WILSOK P.E.P. N 1R�IS ° \ \ , F \ \ TEST PIT #2 � } . \ + �� s 125 �� \�``• �d �� ; N/F TEST PIT I TEST PIT .2 x 19.5 G.S.E. 16.T G.S.E. 19.1 � c PA �� `��t�� x � � DRIVEWAY ,.. �� A. DOUGLAS WHITTEMORE ON 0 0 0 EASEMF�NT '11 '2.3 . a 1 ORGANIC ORGANIC W 22,4 20.7 20.5 LO S �\ ; `� x 11.6 S\ ► 1 ,. 1F r --�420, �\ �_ x 16 �`• x jai 1 . J x 81 �I • A P A SANDY LOAM SANDY LOAM \ ` ��,, �`\ , 5 �� �' / 9,6 . A1-10 ' 8' 10 YR 3/3 10' 10 YR 3/3 v -� �' ` \ ` 11• 1 ! \\ �\ 1 CTRIC LINFL \ `� RYWELL FQR� '� `� t I t 9 1 ` ' • s • • w B SANDY LOAM SANDY SANDY LOAM 1 1s (DEAD) �`\ 20`1\ \`D RAWITPOOL 21,0wirs \ 18" 10 YR 5/8 24' 10 YR 5/8 i _0.9 POST 8c RAIL `�-_EXEC IC LINE \\\ .\\ rti 89'22 34 I C 1 C 1 7 22,1 2] '/ FENCE(E 20,4 ELEGTITJ o,M1E L •5 9.9 MffDUIM SAND MEDUIM SAND WITH COBBLES I I UTILITY 20.5 3 N ASEMENT �'_0.5 '�� . x b , 72' 10 YR 5 6 72" 10 YR 5 6 I ''0•� r.�` \ `\ Z O\ O ` �j 0`� C2 C2 ( \\ 20,5 20,3 , O��vC _ COMPACT FINE SAND MEDIUM SAND , �,-- 20,4 21i,3 �19 '-18 ��1' 164\a'1-ls - - �- x 1$ I 7.7 132' 10 YR 5/6 144" 10 YR 7/2 \ -__------- ---- ------------21 N/F t�` \� �} x x 7,1 NO WATER AT 132' (.11 NO WATER AT 144" (ELEV 7.17 ` _J-_ ____22 '9� k� O J► \ PERC o 54" (ELEV 122') PERC 0 56' (ELEV 14.4') RATE- >2 MIN(IN RATE- >2 MIN(IN CLASS I SOIL CLASS I SOIL R. DOUGLAS dt KIMI3ERLY WHITTEMORE ti� O \, TYPICAL SYSTEM PROFILE NOT Y0 GOPILE PROPOSED T.O.F. SET ALL THREE COVERS TO WITHIN NOTES: ELEV • 20.0 6" OF FINISH GRADE 1. ALL MATERIALS SHALL MEET H- ':► LakDING REQUIREMENTS PROPOSED GRADE - 19.0 IF LOCATED UNDER DRIVEWAY. PROPOSED GRADE OVER TANK - 19.0f lop=, A WISHED GRADE OVER P. BOX - 19.0t MAXIMUM GRADE OVER VENT • LEACFIIIdG SYSTEM - 19.Of 4" SCH 40 PVC •9..,.,r, �3 MN. SET COVER TO WITHIN 6" OF FINISH • "BADE 9�" (min) Cover NV- 17.5 . " 6 MN. _ ' OF =- ' DOUBLE (max) INSTALL WITHI 6 INSPECTION FINISH GRADE TO 10 MIN PEASTONE OR. 36 max Cover PER EACH CHAMBER NV N- 17.3 u mc INV OUT- 17.0 K �• FIRST 2' TO BE LEVEL GEOIEXTIIE FILTER FABRIC r • GAS BAFFLE - ,*CONNECTIOM •'r::v '., 14' NV IN- 16.6 .•1• r ;i•�• r' .,:•. RLIFORCED C6"CREIE11%% 6" CRUSHED 6" SU►.IP . OUT- 16.4 NV N- 16.2 ! r STONE BASE • EO O O C= C=3 � SITNJE B.A�E uia�Ufi"te3tE SGIi.,�, 11= V.Ic`+,�.;`•ilZ"ItiEn (3E1..(31k T �r " (�e633�e�� �1'.,:r•.t t 1�4Q9A�r -OS _ ' ' T- � 1 TIIE PEASTANE ELLcV (TOP OF SAS): SHALL. BE 5' MIN + - 1� EL - 14.2 TO sic INSTAUM C44 A L EVp_ STWE BA!k REMOVED Tr. THE 'I; HORIZON' AS REQUIRED \-MIBLE WASHED STONE � SEM)C TANK TO BE INSPECTED A CLEANED AININUALLY TO BE INSTALIJ:D ON A LEVEL .`TABIF BASE - SEE CONSTRUCTION NOTE #5 HEREON. No Groundwater Observed A Elev. 5.7 CONCRETE FLOW DIFFUSERS (4-20) 3.0' 3r0, Q�8K�N sCFEDULE lfATM LEACHING AREA REQUIREMENTS TiiLE NITROGEN LOADING LIMITATION: NI Wetlands Permit Plan TOP OF FOUNDATION NITROGEN RESIDENTIAL.' 6 x BEDROOMS s -CONCRETE CHAMBERS 4' x 11 /'BEDR0Q 44 Quail Road - -,�4•p' ^ ,� 12' SEWER INVERT AT FOUNDATION 17.5 TOTAL DESIGN FLOW = 660 GPD GARBAGE GRINDER (NOT INCLUDED) NIA 0sterville, Mass. 02655 . SEWER INVERT INTO SEPTIC TANK 17.3 \ T r T SEWER INVERT OUT OF SEPTIC TANK 17.0 PERC RATE = S2 MMI& INCH (GLASS 1) BAXTER NYE ENGINEERING & SURVEYING 3/4"-1 1/2" WASHED STONE= �= 16'u LIAR = 0.74 GPD/S.F. - - ... 16.4 - SEWER IRM OUT OF DtMIBUTION BOX MIN. LEACHING AREA OF S.A.S. REQUIRED Registered Professional Engineers and Land Surve ors 48' SEWER INVERT INTO LEACHING CHAMBER 16•2 660 GPD/ 0.74 GPD/S.F. = 892 S.F. MIN. g g y 54' - BOTTOM OF LEACHING CHAMBER _ 15.2 78 North Street, 3rd Floor, Hyannis, Massachusetts 02601 a PLAN OF SON. ABSORPTION SYSTEM WITH BOTTOM OF LEACHING SYSTEM 14.2 s RO CONCRETE FLOW DIFFUSERS Phone - (508) 771-7502 Fax - (508) 771-7622 PRECAST FLOW DITUSERS (H20) NO GROUNDWATER OBSERVED TO ELEVATION 5.7 WITH 4' OF STONE ON SIDES do 3' AT ENDS �N 0f �' SCALESIDEWALL AREA: (54'� + 12')2 x 2' DEPTH = 264 SF 20 0 20 40 •��� BOTTOM AREA, - (54 x 121 = 64$� o B '+ N , TOTAL EFFECTIVE LEACHING AREA =0 912 SF SCALE IN FEET � y o MANHOLE FRAME AND » _ SY,TEM DESIGN CAPACITY = 912 SF x 0.74 GPD/SF = 675 GPD ,x121 COVER TO GRADE ASHED STONE SEPTIC TANK SIZING: 660 GPD x 200X = 1320 GAL SCALE: 1" = 20' �° 2" PEASTONE OR (IF UNDER PAVEMENT) ' . .509' GALLON TAN (BllyNW. �s�'�ON IST GEOTEXTILE FILTER USE 1 ) AL �•-•�- FABRIC N NOTES: !a -17-a 7 a :i y u�'�'' .,'•d .N '�•►3 r' t�: <�' 1. r ` S ALLOWABLE SEWAGEOW AS PER CH. 232; 10-17-070 24 12" DATE.T • ;� EFFECTIVE a►;Y }..° t tix:. 4 Gt7! `t� ; <3ti1i�. l�� ��� DEPTH 12" �' 'j''"� '`�'`Y'}W'' � ` +i' s` 't�• };l '"r; 2. THE BOARD OF HEALTH HAS GRANTED PERMISSION FOR A SIX - �' i:'s�; ;• E> BEDROOM SYSTEM. SEE LETTER DATED SEPTEMBER 4, 2007. O 'L' K.'If> .vG fir• N 'i�•1T:•l''�i•.(rr• t�y'i!i.,+r '7i. "� '4,{: �'� •): /. .yt'�%!.w'i••�;'�•." S 4' 4' 4' o12' 1 SAW 10/17/0 REVISE HOUSE AND SEPTIC LOCATION Sol 3 CONCRETE FLOW DIFFUSER DETAIL NO.1 BY DATE REMARKS (H 20 LOADING) DRAWNUj JRED SI NED HE KED R DRAWINr: NUMBER to NO SCALE 0: 2007 2007-003\Survey\Worksheet 2007-003PB.DWG O 0 2007-003 o O 0 C14 � o � • • 0000000 .� Y� Ir 'vim .{ 1 0• _ •.. u h • �' � EDGE OF SWAMP PER TOWN OF BARNSTABLE G.I•S• '\. gd.ts i1Txiq 1 :F.3 ttlu"'� 1.�1�,� -{�,y, a eft •.� ♦ • • • S y N ` �lIs* + N • • M `-.Ckrcl IN 0 0 • LOCUS MAP Scale: 1" = 2000' -' • • ..._ ' ' '� ' '� ' ' • . RICHARD P. CALLAHAN, TR. GENERAL NOTES : ` 1.) THE INTENT OF THIS PLAN IS TO DETAIN. PROPOSED WORK • 2)Locus AREA IS COMPRISED OF : N/F MOSQUITO o DRAINAGE DITCHES • BARNSTABLE ASSESSORS MAP 117 PARCEL 177 JAMES H. CROCKER, TR. •' PER �� � BARNSTABLE G.LS. PLAN BOOK 196 PAGE 153 PERENNIAL STREAM SHOWN IN THIS VICINITY • DEED BOOK 1.330 PAGE 727 ON U.S•G.S• COTUIT QUADRANGLE AND NOTED OWNERS: PAUL & JAQUE S. ET U1L ON WETLAND FLAGGING REPORT _ P. Q BOX 218 OS7ERVILLE. MA, 02855 � • 1001* 3.)ZONING INFORMATION • ' ZONING DISTRICT& RC / INTERMITTENT STREAM NOTED ON • RPOD RESOURCE PROTECTION OVERLAY DISTRICT WETLAND,FLAGGING REPORT N LOCATION • { 4.) GP GROUNDWATER PROTECTION OVERLAY DISTRICT �/ PER BARNSTABLE G.I•S. L 0- T. _A 3 .;_. MWN CURRENT ZONING REQUIREMENTS » ZONE RC . . • AIL 6? MIN. LOT AREA = iN0 ACRES 5,)MNL LOT FRONTAGE = 20' � � �� PLAN 800K 196 PAGE 153 N/F ' MN. LOT WIDTH - 100• • ' UPLAND AREA: 37,991 SF t N 0.87 Acres �• � FRONT YARD = 20' SIDE a REAR YARD • 10' •� � •� � • DAVID E. � DIANE L» RICHARDSON WETLAND AREA: 61,573 SF f N 1.41 Acres • COMMUNITY PANEL NUMBER: 250001 Dote D �� ' • • - TOTAL: 99,564 SF t N 2.28 Acres f ' THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ` 1` • � `• ZONE A11 (EL 11) BASE FLOOD ELEVATION - 11. B & C \` • i PRIMARY BENCHMARK( : REFERENCE POINTS TAKEN FROM Z • j TOWN OF BARNSTABLE QLS. FLA � (QAT APPROXIMATE WO 1929) • ` ' • •WETLAND w • • -- • TYPICAL) G `'' (TYPICAL) /• ; • UM: PROJECT BENCHMARKS: SEE PLAN ' a • 6 SEEN07E BELOW • • m • ' `I., . I e.)LITILTY INFORMATION SHOWN HEREIN: LOCATION OF UNDERGROUND U71UTIES ARE APPROXIMATE AND MUST BE VERIFIED IN FIELD BY THE CONTRACTOR AND A-2 APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. - 7.5 7.)BORDERING VEGETATED WETLAND - UPLAND DELINEATION PERFORMED 8Y SAMUEL HAINES OF ENSR ON NOVEMBER 14 102005. I IL)A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL x 12.6 �- BE PERFORMED BY OTHERS. A-4 9. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT �'2 ��� A3�..-'1"- �\ �`` ' • • AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND 4 DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY x�i2.0 F @ ` • • BAXTER-NYE ENGINEERING AND SURVEYING ON NOVEMBER 16, NIF 10) LIMIT OF w ,_ . �\ \ \ • ' L C. PLANS 28772 A-C-H-L-M-O-Q thru S � �� �-,, `� `.. PLAN BOOK 198 PAGE 153 - RETAINI0JNALL `\ ` DAVID E. & DIANE L RICHARDSON PLAN BOOK 205 PAGE 59 EL _ ��.Q ` • D.E.P. File ME 34620 , x 15. - _ •• CONSERVATION NOTES• ' ~� '' TO BE DONE UNTIL FORMS A dr B ALONG WITH REQUIRED \ � \` `~..-..� `. \ � \` \\` � \\ 1. NO WORK IS 8� `� `\ �\ �\ '.�,• x > I PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. �9 ��, \\ �� �, ` , �� `\ • 2. UMR OF WORK M BE MAINTAINED IN GOOD REPAIR UNTIL ` ••� \ ` x 15,4\, 1�3 \` \ • COMPLETION OF PROJECT. 3. ALL ROOF LEADERS TO DISCHARGE TO DRYWELLS. 20,0 ---- 20 `\ \` \\` \ \�� � � TEST PIT 11R� � � � ``-,"`_ 1 - 'n `� �\\ - .9 � 4. POOL DISINFECTION BY OZONE OR APPROVED EQUAL ` ` • �`�, ,� ,, `\ 2 `` ��$j, `\ �\ ' '. 5. LOCATION OF LEACH PR FOR POOL DRAWDOWN TO BE 20.1 '��• vc 16•� VERIFIED IN THE FIELD. MI� • - I \, _10 \• ` ` `� .1 0. `� P 6 0 \20.2 1 \ O \ •'. GRAVEL 20.4 50.8E �` x 13.5 �►NN --,DRIVE . �s sop \ Q`N, 4��I `\ A-8 12 •�\ 20s 20.6 FEE910 , pa•A F• �,. �` �.�y 01N \x 15,5 \ - \ I SOL LOGO Pe nvs DA1 1! RUM �` x 9?4 7.4 rhN� `� \�`' Q ` 7.4 BARNSrABLE �: \ \ ` \ t 12.9 \ `\ SOL EVALU11T0k BOARD OF HEALTH ACENT: ``\ \ �� POp1. . \ •,�/y STEPFETN A. WLSOK P.E. ♦ r TEST PI ` 1 �� \\``F \\ \ TEST PR 1 TEST PR 2 �� �� \ i \ �o ` A-9 s N/F G.S.E. = 16.7' G.S.E. = 19.1 { p '2.3 ���, \ ` ` \ FOR A. DOUGLAS WHITTEMORE 0 0 �` \\ �� f7 0�' POOL \ x 11.6 s` i ORGANIC 21,8\ 20.7 20. \ ` q. " OIRC.MNC \ ORI1W00 I � � 4 D4 22. .�� ELECTRIC UN@\ �\ x`�3.1 Fy� I x 8t ` ` 20, (BEAD) / `\ x 16 \ t • A ( \� x 14.5 �\ \ N AP sMpY LOAM SANDY LOAM � \ \ I 11• ♦� ♦x�.6 • A3•"10 ' \ Fi LIMIT OF 8' 10 YR 3/3 le 10 YR 3/3 v v v v -•t_/ \` & •\ ` / 1.9 8' MIN . ` `�� `\ �` `�� ���� �Z.9 ' ' �.. • • PLANT ARBORVITAE: 8' ARBOR TAE I i B B SANDY LOAM 4' 4-, 17'\ 4' \CENTER 18' 1 1501W 24. 10 YR 5 4 2 .0 N 34 \ r /8 /8 r .9 POST & RAIL '~--._ELECTRIC LINE \ �� t FENCE 20,4 �C METER Cl Cl 7 22.1 21.5 20.6 20.29 9 �` \\ \\ ��`\ ` ` ► r MEDUM SAND MEDUaM SAND WITH COBBLES 3 ; r 20.5 �, \ \`\ x>, . 72" 10 YR 5 e 7Y 10 YR 5 e 0.8 20,5 \ \ f' Z ' boo ` c�\ ' �, PROPOSED UTlunr `\ \\ \�, �`�c,13,8 C2 COMPACT FINE SAND CZ MEDNIM SAi� 1 ` EASEMENT 20.3 -- - 1. ' ' \ 20.5 ��r _ a� _ �' ►x 7.7 -- 10 YR 5/e 144' 10 YR 7/2 \ ��-__ 20.4 - 13Y ----_ N/F F9� NO WATER AT 132• &7; NO WATER AT 144• (N1EV 7.11 ``- -- _ 22 G� �J► `�` PETiC a 54 (ELN:v MIN/IN13.2� PERC o 5e' (ELEv 14.4� - -- ----- A. DOUGLAS do KIMBERLY WHITTEMORE RATECUISS 1 SOIL NRATE�i Sm G TYPICAL SYSTEM PROFILE _ NOT To Sc�u.N PROPOSED T.O.F. SET ALL THREE COVERS TO WITHIN NOTES: ETV • Tao COF FINISH GRADE 1. ALL MATERIALS SHALT. MEET H-20 LOADING REQUIREMENTS PROPOSED GRADE = 17.01 IF LOCATED UNDER DRIVEWAY. PROPOSED GRADE OVER TANK • 19.0f r FINED GRADE OVER 0. BOX • 19.0f GRADE OVER LE40M SYSTEM • 19 0-1&0t VENT MAIL SET COVER TO WITHIN e' OF FINISH Cover 4 SCH 40 PVC .i•... .. _ • 8' MN. GRADE OF u_ " DOUBLE 36" kmax; Cover WITHIN e' OF FINISH GRADE INVW 16.0 ` NN INS 15.8 1 INN OUT• 15.5 '• WASHED PFASTOtE OR PER EACH CHAMBER ' GEDTEXILE FETER FABRIC • FIRST 2' TO BE LEVEL. C0�.i t :.�;.. .,�.•r 14• ♦ �, GAS BAFFLE NN No 15A ;. Z" REINFORCED OONCREIE ���•!• 6' SUMP . OUTS 14A • INN N o 14.5 . ,; C C O O 0 O ,.t�'Y• .�. .l. ,.' .:li•' - 'STONE Li't7GBI�SE N �. . I:.. ;� • r.. •. ,7 } b •« '.• '• Y;�� •. 6 • n•«•�. r •• 'r ••tt •.�• - !' �..• ••.; •'" •• 'S''.•`• I''.�• I"•l�..fir �' Y�. •S •'• �'.'• ,•i.•i+';" •'• ;•'e•.,`i. •tr•M•.:•r•• t..•� .�r ,.•..;•• :;. .� r'...• ,• ••tr.�,. '.''''. y• .i i •1•. '•'�r. +� r. •Y L - - - STOW D EL 3.5 BOTTOM STONE BASE UNSURABLE SOILS. IF ENCOUNTERED BELOW ' -`1 ' EL = 12.5 OEM TANK I THE PEASTONE D" (TOP OF SAS). SHALL BE 5' MIN TO BE INSTALLED ON A LEVEL STABLE BASE REMOVED TO THE 'C HORIZON` AS RE OUIRED WASTED STIO E SEP'I1C TAM( TO BE INSPECTED E CLEMIED ANNUALLY TO BE INSTALLED ON A LEVEL STABLE BASE SEE CONSTRUCTION NOTE #5 HEREON. . � No Groundwater Obeerved O Elev. 5.7 c CONOWE FLOW DFFLNM a s DEsioN SCHE E LEACHNG AREA REQUIREMENTS TITLE 3.0' 3'0� TOP of FouNt>v+TaN 18.o NITROGEN LOADING LIMITATION: NIAWetlands Permit Plan RESIDENTIAL• 6 x BEDROOMS - - = - - =.�- - - - 44 Quail Road - - - -CONCRETE CHAMBERS• 4 x 110 GPDf_BEDROO INVERT AT FOL")ATION 16.0 TOTAL DESIGN FLOW = 660 GPD OStervilie, MASS. 02655 - 8.0' 4.0 - 12 INVERT INTO SEPTIC TANK 15.8 GARBAGE GRINDER (NOT INCLUDED) = N/A T T T T = = INVERT OUT OF SEPTIC TANK 15.5 "- " WASHED STONE 1 . PERC RATE _ <2 MIN. f INCH (CLASS 1) BAXTER NYE ENGINEERING & SURVEYING T 4 _.3/4 1 1/2 _ _ LIAR = 0.74 GPD/S.F. \ - 118 48' INVERT INTO LEACHING CHAMBER 14.5 MIN, LEACHING AREA OF SAS, REQUIRED: Registered Professional Engineers and Land Surveyors 54 BOTTOM of LEACHING CHAMBER 13.5 660 GPD/ 0.74 GPD/S.F. = 892 S.F. MIN. 78 North Street,3rd Floor,Hyannis,Massachusetts 02001 LEACHING SYSTEM 12.5 PROPOSED SYSTEM: - BOTTOM OF NO GROUNDWATER OBSERVED TO NATION U 6 N CONCRETE FLOW DIFFUSERS , Phone- (508) 771-7502 Fax -(508) 771-7622 PRECAST FLOW WITH 4 OF STONE ON SIDES & 3 AT ENDS NO SCALE SIDEWALL AREk- (54' + 12')2 x 2' DEPTH = 264 SF o BOTTOM AREA [54,- ' x 12') = 648 SF 20 0 20 40 TOTAL EFFECTIVE LEACHING AREA = 912 SF - 1 SYSTEM DESIGN CAPACITY = 912 SF x 0.74 GPD/SF = 675 GPD SCALE SCALE N FEET p " " . = ' N COVER 0 G�RADE�D a ` I " WASHED STONE SEPTIC TANK SIZING: 660 GPD x 200% = 1320 GAL 2 PEASTONE OR (IF UNDER PAVEMENT) USE 1500' GALLON TANK (MINIMUM) GEOTEXTILE FILTER FABRIC NOTE: MAXIMUM ALLOWABLE SEWAGE FLOW AS PER CH. 232; N •y ' :x ►�;,x• } A'1�+"' WASTEWATER DISCHARGE = 330 GPD/Ac. x 2.28 Ac. 752 GPD � � M " '� ' aiy3�'t'rlryl �y^'•t '`''• "4% -f.0'1,y_�iy'`plil � DATE: 02- 2-07 24 12 •=. r'�3`� TC 'i o c w .rr � M � _ CN EFFECTIVE N 't L,�,r' ,} y '. JT . . r8:7 YF t.. Lr, N• ��' r.�ii J' �r Ln DEPTH 12" ��1�rpfi c;�.i �'!•. � �tic,'CY.�}'+,.r` • �;Cy{•�.y+ i.1��;�'�,. `i •, } ;.; r :• �'' :s' ,., ._ J4 .{. ti.k, �, .;tb #;f a�ti'ar.s:};�(F�:f�t j .t,���». :L' .y..Y;;�k:'•i�'j•.i11+' Z 12' kHt 1 SAW 7/10/07 REVISIONS AS PER ZBA 0 w NO. BY DATE REMARKS CONCRETE FLOC DIFFUSER DETAIL (H 20 LOADING) a DESIGN ICHECKED DRAWING NUMBER NO SCALE GlSTV NA.� 0: 2005 2005-222 CML Desi n 2005-222PB-2.DWG CN tv o? 2007-003 O O ' N Ln O O N O :2 - 1 I ---------- 'F ir FIP�" J 17 LJ I --—-------- ----------- -------, --------- 0 c X it x: ............. L--J `J ------------- I II ��! I ;i �� j' l l c� J j !� ;�—�� � ..ai III �!��TI -- I I�---�_ �, �� �, �-,I� (� �i ';' d `�) LE 11 11 LJ FIF t � � �/ ' � I �; `= ', ` "/\;_ ���� L--- I�`- i -�I /t",^I '" � ;-y� �--� III, ��-��' 0 0 �17 11 E iL FRON -r ELEVATION- SCALE: C) ir n 12 ILI Ali II � � I c I r , I c ; ,�� it ,,.�� � c —!-_�I �, �;I� . -_ _� L 7�1 ... i I i { L__l J --]L- I I I I I I I j j Sk E E7 U REAR E L E VA SCALE: 114" 11-011 J OB- 070,1Z) 1DRANN BY: K IDATE: 7/5/07 v _ ii _ — ,i -- - i jo —_ _ ---_- I ---_ -- G- _� II / 11TFFL I li --- ----- ------ - ----- �r �I II L '1 RIGTWr VAT I ON SCALE: 114" �au I, -� __ ti I.., ILI --- 0 11L - , it - E-7 . _-- - - - SHEET ' LEET 114" 1`-0" DRANN BY: K'N DATE* 7/r/0 7 .__4.. s ..:,. ..a.^... : .. < 3:t .. ...r: .. .,r:. .. ..v ,-..:, .:: ,.•h., ,ti..., ._. r: , .x.. :Y,.:..n .,:.. . ;, ..W, . , .. .ha;r .. . .. :>m . : --- — - 821-011 41 -0" 6,'-011 �. 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