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HomeMy WebLinkAbout0247 SCUDDER ROAD - Health 247 Scudder Road Osteiville A= 139 - 015 I I i TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL__f INSTALLER'S NAME&PHONE NO. � v,S 1 Sn��Zfo-'965y SEPTIC TANK CAPACITY t 1(fA LEACHING FACILITY.(type) d64&t,( l j Hua (size) —<Zp gIg1 NO. OF BEDROOMS i t3X2-5 OWNER PERMIT DATE: COMPLIANCE DATE: p A 0 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 FV-u�'C 3s 44 ALj: Lt6i �y� 3ca No. �� Fee /50 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE�, MASSACHUSETTS .Yes pplicatton for 1h9p fat *pgtem Cun5truction Verm t Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. 7 �l /p�i�� d Owner's Name,Address,and Teee ' t Tel.No. 23 (tipIt y;10 et,Iz 4 P Assessor's Ma /Parcel v` O � (l IS Y (to( '" O S Vv�11� �1 _ S Installer's Name,Address,and Tel.No. � Designer's Name,Address and Tel.No. 05 pG Qp X '7 I 1M ►S ss 17�,�h eq, Ev►y,'h t°rr`�Jl, Type of Building: 1M Dwelling No.of Bedrooms Lot Size g�U� sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons / Showers(3 ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil -S4Pd 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 ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this-Berard of Health. Date I � _ Application Approved b Date Application Disapproved by: Date for the following reasons Permit No. Date Issued 450 1 1n a Fee Entered in computer: U THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH ®IVI'SION - TOWN OF BARNSTABLE,,MASSACHUSETTS ;[ppgication for Mtgont *p!5tem CAn5tructiou Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. )�`4/� � d Owner's Name,Address,and Tel. TN^o. Assessor's Ma /Parcel V IS�h Y toff ' 1 S VU1ll� P 11A JS Installer's Name,Address,and Tel.No. 5�- C STYMY�S Designer's Name,Address and Tel.No. S�B lQ - 10S p6 9#X -7 I W1 rs ,(l S _Po\✓h Nee Cvly,`h p w✓�`�Jc ' Type of Building: Dwelling No.of Bedrooms .3 Lot Size � �,�Ob sq. ft. Garbage Grinder ( ' ) Other Type of Building ;WN'1 No.of Persons / Showers Cafeteria( ) Other Fixtures +r Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title 0 Size of Septic Tank Type of S.A.S. Description of Soil -SA�d Nature of Repairs or Alterations(Answer when applicable) i 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. ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this-Board of Health. Signe Date g r _,k Application Approved b \ Date Application Disapproved by: Date for the following reasons Permit No. Date Issued I O 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 / / at lJ /' SkKU e has been constructed in accordance with the provisions of Title 5 and e for Disposal System Construction Permit No. Q� ©��� dated Installer Designer /�1./f� ll go y #bedrooms Approved design flow 3 36) gpd The issuance of this['efeit shall not be construed as a guarantee that the system will,f�'u 1 {ion as design d. Date ( / V 1 Inspector No. ! / 1 — Fee / ✓ THE COMMOANWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS liopozal i�p.5tem Con.5truction Permit Permission is hereby granted to Construct ( Repair ( Upgrade ( ) baMon System located at c4C SCY' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditi•o s. '1 Provided: Construction ust be co pleted within three years of the date of this �Cmlt i Date `7 21 � Approve -b r J 06a Ck�y__ Town Of Barnstable �. .�® Regulatory Services Thomas F. Geiler,Director KASS. ]Public Health Division 039. �® Thomas McKean, Director 200Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Cen°tifleation Form Date: (P a Q Sewagc Peirmit# Z00�- 09L\ Assessor's Map\Pa>rcel Designer: UVV Installer: i ta F—Vic S7tF%FA1!S Address: 7�9 � `GI.�� c�- Address: V0,111-M 0 wY'` �"" I�tP ST6lUs iL��c Oti On was issued a permit to install a (date) t( (installer) septic system at ` <J based on a design drawn by (address) C l P� CC dated (desi er) - I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. �ZNofAfgq c DANIELA. yGs (Installer' Signature) o OJALA CIVIL Cn No.46502 O S T E° NAL esigner's`Signature (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH[ DMSION CERTIFICATE OF COrYI LIANCE WALL NOT BE ISSUED UNTYL BOTH TINS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DMSION THANK YOU Q:Health/Septic/Designer Certification Form 3-26-04.doc ... .. ..FS?.'Tt+!^.:`.... .r..';'�°A�'SnT. ",. '-..^".".,_. I 'f,p+� .. ., ^-s y. ,�"„•'"., {: '� i',8 .W. v .,3 ld". : ....h, "ML -..e „ t•. •�Y -.y,: 2 k {,.-.:: D . 40 Double-Hung-Equal ual In -56 0 ------ ----- -- -— -— — -- — mb` =- =--- 6 6— fiw. 6 9/16n�(167) 0 TW2446 r+ q ten Ja g"<� `r , - + Ott ,1 , I •' 1 Unit Type A 1st FIr Half Bath.'^ , -9 ES - ---- --- ---- ._.... ' v _. - .- —� l 400 TW2446 le-Hung-Equal Int Exten Jamb, '9/16, (167) Stool 6, 9/16. (1 67) 1,-0I e: Doub 2 Unit T400 TW292101r Kit. Cornea Double-Hung=Equal Int Ex ten, t a s q �.� -- -- 2 Stool ' 6 9/16 (167) E 6 9/16 (167) r TIO _ > Unit t Type PC 1st Flr Ltv RM 1 400 AW31 Vent Int Ext en Jamb 6 F I 9/16 !16 ) Grille Pattern Standard (� 1 ------" '- �1-D' ---------- ? I l 2 400 TW2446. ' Double-Hung-Equal Int Exten Jamb a h / 6 9/16 (167) A351 I - Stool 1 6 - Unit Type A 1s ' Flr. BR - — -•-- '.^,r - = ----��..�. n.a.r .r�!,yr;r'!•S!'9�^tn.. y,�:;. p ,ri .t,w. tr•�w5�s1,�• send,'r.:.. - 'Y, - - - _-- —_.. 2 400 AW Vent `r - - 351 Int Exten r t d, - �. �. :. .•. . . . ., �•- Jamb" 2 , !!I .�:_. 'x _ - (167). la ,_.�.m.:•+_.. � GrillePatternStandard a�b� 3 = Unit Type A lst`Flr MBR Bay �... I x: 3 900Double-Hung-Equal _ I TW2446 Int Exten .Jamb b 9/16 (167; ADA Yctln .0 X `y I Stool 6 4/16 (167) Unit -TYPe A 1st Flr MBa.th 4 to I H a Vent Int Exten. Jamb 6 9/16, (167) .. x I , ° u Grille Pattern Standard` 1 1• 00 AW31 x 10 10 I x i I F l 400 TW2446.. Double-Hung-Equal Int Exten Jamb 9/16 (167) 6' Stool 6 9/16 (167) G1_05ET 1 - Unit Type'A lst Flr MCL . - -- - - I 1 400 TW2446 Double-Hung-Equal Int Exten Jamb 6 9/16 (167) 11 1 '� j.. - - f' x`1 3' — - :b sto°l 6 9/'16 (167) pp c I 1 - Unit Type A 1st F3Y. Pantry 3 ! ... . f -_ — , 3168 e m 1 400 FWH` Active Right Int Exten Ja,{rtb 6 9/16 (167) I v Y= _ Threshold.- �fT� a' I-- — - - — - C'1------ Grille Oak Threshw 1 / Sill 'Support Sill Support IATTV,ACrE5d I I - 1 Unit Type A lst Flr Studio II — n. I 1 400 TW2446 Double-Hung-Equal Int Exten Jamb 6 9/16 (167) Ds r II- - - - - - - - - - - - - - - - - - - - - too 6 9/16 6 ) ( Q 3 Unit Type A Gar 1st Flr F .,k - -Hung-Equa l 900 TW2446 Double Int Exten Jamb 6 9/16 (167) stool 6 9/16 (167) rn 4 Unit Type* B Basement Bay, 1 400 FWH3168 Active-Right Int Exten Jamb 6 9/16 (167) Threshold. Oak Thresh w/ K, I Grille Pattern Standard c I s Sill Su PPort Sill-Support KI 4 400 I. TW2446 Double-Hung-Equal Int Exten Jamb 6 9/16 (167) . x; 'D Stool 6 9/16 (167) II I 2 - Unit Type C 2nd Flr BR K 2 400' RX281 Vent Int, Exten Jamb 6 9/16 (167) 1 I.: t ;. xK I ' Grille Pattern Standard 1 900 FWH3168 -Right Int Exten Jamb 6 9/16 (167) I Threshold Oak Thresh w/ Grille Pattern Standard K I J X' Sill Support Sill support D �QI I Unit Type C 2nd Flr Bath 2. 900 AW351 d --.r_ --- -- I Vent Int' Exten Jamb 6 9/16 (167) E Grille Pattern Standard ` 1 01/21/09 ..a ► a�� f;3 Z 71;K "`•r,, c pia _. ...._..__._� ,�....,..,>yms.� ., .-....._ _ Information Report t�,� ,,.,�.. ; C�..r .�- Unit Inf n Chris Cotton Scudder-Rd Osterville, MA / �/ I - -- .— -- - - - - — - - -- -- -- f \ Ref Qt Description Plans I I O `` �� i \ Y P Operation Option Option Choice I, I I __ \^�I---- 1 2 - Unit Type C 2nd Flr Gar 4 400 TW18310Double-Hung-Equal Int E to amb 6 9/16 (167)' C .. 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TG. �. - ---- ----- 8 -- — -- -- .. \ W/14 FLUSH Lv L H'DR MA5TE:1� B�D121�1 3"-3" x ,nt '° -; I .S� I - - L- TJ V 560 J5T5 �G ro 15�r � 41, "k-'R.: j,a one - —._._.._.H - - -- ►,i 2X6 L-B(�1. d>� 16 OG ON 24'X 12" a,) �GONT:_F G HD._�JFEhdINGa-TBD - - TW 446 6 717 � / , - y 4 y 1 .. .--- 3- ,,.tee -- , .-_.... --.'---�-- � _ ... _._ - . I1 I� � . O � - - „ SYSTEM PROFILE MARKED WITHCMAGNETICTTAPEAOR BE NOTES LEGEND. SYSTEM DESIGN: ,7 (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 99 - EXISTING coNrouR GARBAGE DISPOSER IS NOT ALLOWED AccEssGc"oVERs To WITHIN s" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE (SEE VENT NOTE ON PLAN) X 99•� EXIST. SPOT ELEV. \ PROP. TOP FOUND. EL 31.8' 2. MUNICIPAL WATER IS EXISTING FILTER FABRIC OVER STONE DESIGN FLOW: 3 BEDROOMS 0110 GPD = 330 GPD MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 29.5' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 99 PROPOSED CONTOUR USE A 330 GPD DESIGN FLOW 29.0' PRECAST H-10 RISERS (TYP) BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS oqP (98•q� PROPOSED SPOT EL. 20 MIDDLE ACCESS » PRECAST RISERS TO BE AASHO H-11 EXCEPT LEACH CHAMBERS WHICH SEPTIC TANK: 330 GPD (2) = 660 4"SCH40 PVC 4 OSCH40 PVC H-20 TOP SYSTEM EL. 27.0' ARE TO BE H-2& "-' PIPES LEVEL 1 ST 2' MORTAR ALL a USE A 1500 GAL. SEPTIC TANKM INv's EL. 26.0' 4 TEST HOLE ENDS SNP)NENTS SIDES 5. PIPE JOINTS TO BE MADE WATERTIGHT. L s SLOPE OF GROUND �*26.9' 10' 14" 1500 GAL H-10 0 0 0 0 0 2�' LEACHING: (PROP.) 26.63' TEE TEET\\26 ' ; ���0 O . o 0 0 o o o 0 0 0 0 00000000 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH UTILITY POLE SIDES: 2 25 + 12.83 2 74 = 112 GPD sEPnc TANK .38 , ° ° ° ° ° ° ° ° s SUMP o 0 0 0 0 o�0�� 0��0 0 0 ���� °°° ° °° °°°°°°°°°°° °�2 »MIM. TNT. D 0 0 0 0 D 7= "' O��O a���a����a0 ° 0 0 5.000 (TITLE V.) 000 ( ) (• ) 4' uQ. LEVEL ° ° ° ° ° ° ° '°°°°°°°° aooaaaoo�oa �aoaaoa��oa ACME OR EQUAL GAS H '" ° °°°O°O°O°O° °C N >°�°�°�°� 00000000 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO °0°0°0°0 aaaoaoa0000 oaaooa000�o ,00000000 FIRE HYDRANT BOTTOM 25 x 12.83 (.74) = 237 GPD •; 26.33' 26.16' °0°0°0°0 00000000 BE USED FOR LOT LINE STAKING OR ANY OTHER Y ':::..r.:.,.:•:. ,•..., :. :: . .:.. .: .'.. .. •..,,' PURPOSE. c> CP EXISTING CESSPOOL TOTAL: 472 S.F. 349 GPD 0 0 0 0 0 0 0 0 ° 0 0 C EL. 24.0 0 °o°0°0°0°0°0°0°0°0°0°0°c » H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. » PROPOSED DRY WELL DEPTH OF FLOW = 4 0„0„0no„0„0 0„0„0„0„0„0� 3/4 -1-1/2 DOUBLE WASHED STONE 4 MIN. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED Nantucket USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) TEE SIZES: 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00 X 12.83 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING � . WITH 4' STONE ALL AROUND INLET DEPTH = 10„ COMPACTION. (15.221 [21) o WITHOUT INSPECTION BY BOARD OF HEALTH AND Sound OUTLET DEPTH = 14" PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING *THE INSTALLER SHALL VERIFY THE DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP LOCATIONS OF ALL UTILITIES AND ALL ( 2.5� SLOPE) ( 1 X SLOPE 1 18.0' BOTTOM TH-1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES BUILDING SEWER OUTLETS AND MA ) ( 9b SLOPE) NO GROUNDWATER FOUND PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'f ELEVATIONS PRIOR TO INSTALLING ANY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE APPROVED DATE BOARD OF HEALTH FOUNDATION 11 ' SEPTIC TANK 5' FAF-'°C`ILIiTYG REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 139 PARCEL 15 PORTION OF SEPTIC SYSTEM D BOX 15 LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE B & C REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. AS SHOWN ON COMMUNITY PANEL #250001 0016 D ZONING SUMMARY DATED JULY 2, 1992 ZONING DISTRICT: RC DISTRICT EXISTING PROPOSED LOCUS IS WITHIN AP OVERLAY DISTRICT MIN. LOT SIZE 43,560 S.F. 18,100 S.F.t 18,100 S.F.f MIN. LOT FRONTAGE 20' 90' 90' MIN. LOT WIDTH 100' 96.2' 96.2' MIN. FRONT SETBACK 20' 25.6' 33.5' MIN. SIDE SETBACK 10' 10' 10.5' MIN. REAR SETBACK 10' 96.3' 60.3' MAX. BUILDING HEIGHT 30' <30' <30' SITE IS NOT LOCATED WITHIN ESTUARINE WATERSHED RESOURCE PROTECTION DISTRICT PROVIDE VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT TEST HOLE LOGS TOWN OF BARNSTABLE CODE 240-91 (H)(1) REQUIREMENTS: \ WITH HOMEOWNER CONSULTATION) 29.27 (a) MIN. LOT SIZE 10,000 SF- OK DAVID FLAHERTY, R.S., SE2755 (b) (1) LOT COVERAGE BY BUILDINGS AND STRUCTURES- 20% MAX ENGINEER: EXISTING SHED HOLLY r EXISTING: 9.36% PROPOSED: 16.32% 29.55 RHODYS WITNESS: DONNA MIORANDI, R.S. (2) FLOOR AREA RATIO S30% (OR EXISTING): 29.7%- OK To BE REMOVED \ (3) BUILDING HIEGHT 30' TO PITCH OR 2.5 STORIES OK \ o x2 67 r -L Ok \'4- O DATE: DECEMBER 22, 2008 EXISTING CESSPOOL •0, C 20 < 2 TO BE REMOVED \28�30 29. _ PERC. RATE _ MIN/INCH \ D \ Off. CLASS I SOILS P# 12438 o PROPOSED WORK` /,3,�.N 4 Q PpF \ \ Apo LIMIT LINE S GP 2.. ,.: -i OWNER OF RECORD \� \,, O 1 ELEV. z ELEV. I\ \ ` �o �� 0» Q 29.0'. 29.0' HELEN V. VITAGLIAI�O, I r X2 __ - �,rv� :•`. z ` 99 ET' AL \ II \\ 1 ai \ 0 29.29 0 P 5 �o �� A A CHRISTINE S. COTTON, TR. ( A6 FINE WINE REALTY TRUST + \ I 1 IJ \ ,Aj�9.4 moo. \� LS LS 1185 FALMOUTH RD. I o \ I x24. so \ s ATER \8.93 _ _ _ _ " 10YR �/2 13,E 'OYR 3/2 I \ \ X 2 O LI E CENTERVILLE, MA 02632 a I \ \ I \ 12 I I \ X 2 .7 6 I X 2 ,0� /i `�i 0 \ B B 18100f SF TTL. I \ C PE i\ r, �, / i ° 'G, 17,675f SF UPLAND I \\ L.A \ !, D / / 8 \ LS ' LS \ 3 RSA \ I •W �` 38 2�.04 10YR 5/6 10YR 5 6 \ '� 33 26.2 32" / 26.3' 9. \28.84 REFERENCES BVW 5 \ � \ P � �s�4 �� � :: � \ 2 # DEED BOOK 18746 PAGE 9 \ \ �`;,, TOWARD SITE EXCAVATION \ \ OQ \ `REjAINI G O \ I l?,� �25. / \ 4 PLAN BOOK 46 PAGE 11 \ \ \ v'� \ \ \WAL \ a WD. POST \ \ \ \ �� _ \ \ \ \ EXIST.\ ��f ��� OLLYS/RHOD 2" X 2" X 36" WOOD POST \ \ \ \ \ \f� \\POSE21.8 FLAG <<P� C C STAKED HAY BALE WERE SPECIFIED 8' MAX. C.C. \ \ \ 12R�Fjfi�1E\ \ RAVEC \ 4 TIO ��� O� \ I�� PERC \\ \ \ .45 \ �'>X���1LLLL1 UD EK\ \ �oQ ,�,�� MIRIFI SILT FENCE OR EQUAL \ \ \\ \�- 7 \\�l',� RE ,a�� `\\ \ ;; Q,OQ��,��� �t65 '� BENCHMARK: N TREE MS MS FABRIC \ \ BVW 4 \ ! X 1 5 P OPOSE " .;;, ',. �k �gF�'�,'L' EL. 30.5' 0�6 � 7 ohs \ .2\Z \\ \ o M�21LL J , ° L_ 2.5Y 6/4 2.5Y 6/4 Fob\ \ C PE\\ \ \ z9.63 PLAN VIEW �F \ \ SOD \ \ \ a I Y COMPACTED BACKFILL \ \ L� 4.01 0- N TS �'`� \ \\CFj \ \ AREA \ \ \, �°\ �� SAS MIN. 138' TO BVW EXCAVATED TRENCH �9 \ y \ \\\ 8 D W �� ,� METHOD FOR JOINING SILT FENCE SECTIONS \ \ P 8 /�� PROPOSED 132 18.0 120 19.0' \ 54 ? p'S p RETAINING POSITION END POSTS TO OVERLAP AS SHOWN BYVW \ \ I I I \ 9 g� WALLS %� ABOVE, MAKING CERTAIN THAT FABRIC FOLDS k5 27\ I \ '�`' NO GROUNDWATER ENCOUNTERED AROUND EACH POST AT LEAST ONE TURN \ \ \ I \ \ 26.72 11 14 NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE O� \\ \ \ \ \ VD \ \\ 2 00 PROPOSED WORK LIMIT LINE TOPS OF POSTS WITH CHORD OR WIRE TO \ \ \ \ \ �o\�\ CONSTRUCTED OF HAYBALES PREVENT FLOW-THROUGH OF BUILT-UP 8.95 \ 3.88\ AND SILT FENCE. SEDIMENT AT JOINT. d' \ \ CONNECT .33\ \ N \ GRAVEL TO OF NOTE: �/yy2 \ \\ EXISTING PATH 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER \ \ \ \ \ CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE. \ 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON 3, 2\ \ I RESOURCE SIDE OF FENCE. NOTE: \ \ I \ 247 SCUDDER RD. 3. DRIVE POST INTO GROUND AND LAY THE TOE-IN FABRIC IN BOTTOM OF TRENCH. \ � \ BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. LAWN AREA BETWEEN WILL AND BVW TO BE ALLOWED 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE TO REVERT TO MEADOW, SEEDED ONLY BY HAND BVW #1 (OSTERVILLE) BARNSTABLE MA FENCE LINE. USING "NEW ENGLAND CONSERVATION/WILDLIFE MIX". ' SEMI-ANNUAL MOWING ONLY, NO FERTILIZER ALLOWED. APPROXIMATE NHESP SILT FENCE INSTALLATION PRIORITY HABITAT AREA PREPARED FOR New England Conservation/Wildlife Mix NTS BOTANICAL NAME COMMON NAME CHRISTINE COTTON Andropogon gerardii Big Bluestem Asclepias syriaca Common Milkweed Aster novae-angliae New England Aster DATE: JANUARY 14, 2009 Chamaecrista fasciculata Partridge Pea Desmodium canadense Showy Tick Trefoil REV. DATE: FEBRUARY 24, 2009 (MOVED HOUSE) Elymus virginicus Virginia Wild Rye REV. DATE: MARCH 19, 2009 (CON-COM COMMENTS Eupatorium maculatum Spotted Joe Pye Weed REV. DATE: APRIL 17, 2009 (BOH CHECKLIST NOTES � �ro PH � �� Euthamia graminifolia Grass Leaved Goldenrod Festuca rubra Creeping Red Fescue Scale: 1"= 20' Heliopsis helianthoides Ox Eye Sunflower Panicum clandestinum Deer Tongue o 10 20 30 4o so FEET Panicum virgatum Switch Grass Rudbeckia laciniata Tall/Green Headed Coneflower Schizachyrium scoparium Little Bluestem Solidago juncea Early Goldenrod off 508-362-4541 Sorghastrum nutans Indian Grass �zNOF,yys N°fMgssa fax 508-362-9880 downcope.com o DANIEL G DANIELA. LAWN AREA BETWEEN WLL AND BVW TO BE ALLOWED TO REVERT TO MEADOW, SEEDED ONLY BY HAND USING "NEW A. IV L OJALA own cape eng1neering, /TIC. `�„ No.46502 civil engineers ENGLAND CONSERVATION/WILDLIFE MIX". SEMI-ANNUAL D �o�.�s �o� °�F i T �G.�`` � land surveyors MOWING (TWICE A YEAR) ONLY, NO FERTILIZER ALLOWED. /1-7J�9 qH or 939 Main Street ( R to 6A) DCE #08-294 DATE DANI A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 08-294.DWG \\SERVER\Land Projects 2007\08-294 COTTON\dwg\08-294 COTTON_REV.dwg, 4/17/2009 1:27:28 PM, D-Arch (24"x36"), l:l