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HomeMy WebLinkAboutSW8070226_HISTORICAL FILE_20220110STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO SW8 W UZZIo DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2022 01 10 YYYYMMDD Burd Tina J From Burd Tina J Sent Wednesday January 5 2022 8 56 AM To tjrawl87@gmail com Subject SW8 070226 Cypress Grove Townhomes The Wilmington Regional Office of the Division of Energy Mineral and Land Resources (Stormwater Section) accepted the Stormwater Permit Renewal Application and $505 00 fee for the subject project on December 28 2021 The project has been assigned to Ashley Smith and you will be notified if additional information is needed Best Regards Tina Burd Administrative Associate II Wilmington Regional Office Division of Environmental Assistance & Customer Service Phone 910 796 7215 NCDEQ Wilmington Regional Office 127 Cardinal Drive Ext Wilmington NC 28405 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties Websne htta //dea nc Rov/about/divisions/enerev mineral land resources/Stormwater Based on the curre it guidance to minim ze the spread of COVID ig the Department of Environmental Quality I as dlusted operatio is to protect the health and safety of the taff a id public Ma ny employees are working remotely or at on staggered shifts To to nmodate then staff ng changes all DEQof6ce locations are limning publ c access to appo ntments only Ple cheek w th the ppropti t stiff befor visiting of r otfice s we m y be ble to handle your requests by phone or emad We apprec ate vour pat ence as we cc ntmue to serve the p ibhc during this challenging time Non Transfer Application Completeness Review Checklist Project Name z( plta 's ljle ✓6 %uJ hl /.(OMITr'S Protect County/Location PatJbWP- HQg-,Ps-mAi> Permit Action New New Permit# Not located in the ETJ of the following delegated and functioning programs Date Delivered to WIRO /Z�Aa QOZ/ BIMS Received/Accepted Date Z 2 S z02 Date Gwen to Admin a oZqq.Q o2. BIMS Acknowledged Datei J a a NHC Carolina Beach / Kure Beach / Wilmington / Wrightsville Beach Bruns Leland / Navassa (2) / Oak Island Cart Emerald Isle Onsl Jacksonville Pend Surf City Major Mod / Minor Mod / Renewal Existing Permit # , 1,35 07o Z Z (e Applicant & Permittee are the same23 Expiration Date 3 1 (r 2.OZ Permit Type V / LD / LD Overall / HD &LD Combo General Permit /��Offsi--te�//'E-�xem�pt+Redevelopment �Offsrte to SW8 Development Type Commerciaq-uevtleIlii31(l er Fils Offsite Lot approved in Master Perri Subdivided Subdivisio Single Lot Rule(s) F-12017 Coastal F-12008 Coastal ®1995 Coastal Phase 11 Universal 1:11988 Coastal Permittee Type & Documents Needed TPro perty, Owner(s) I Purchaser Lessee �HOA Developer Viable2 =Viable2 QViable2 EDViable2 OViable2 Deed ARmt Paperwork Application ©Fee 0$505 (within 5mo) Check#(s) Z/ y MNo Fee FlSupplement'(1 newform orfor olderforms l original per SCM) F-1O&M2 Sods Report (Infil or PP) Calculations (signed/sealed) Deed Restrictions if subdivided' Project Narrative r-1USGS Map (oron file?) Subject to SA? Y / N Subject to ORW2 Y / N Plans (2 Sets) NOTES Enter BIMS Acknowledged Date on this Sheet 2For New Projects Enter New Permit # on Supplements & Deed Restriction Templates 31f permittee is different STOP Needs to be transferred first If w/in 6 months and they are requesting a mod STOP Needs a renewal first If Lot not approved in master permit STOP Master permit needs mod EMAILED ENGINEER DATE Comments REVIEWER NAME XS,/U t/ Minutes G WQ\\\R f Lb ry\P d \Ch kl i\C mpi t R wCh kl t 20210908 Lewis Linda From Michael Gallant <gallantmc@yahoo com> Sent Friday September 20 2019 10 44 AM To Lewis Linda Jordy Rawl Subject [External] SW8070226 Engineers Certification Package Attachments Cover Letter and Cent Docs pdf Cypress Grove Townhomes Record Drawings 9 9 19 C5 0 GRADING MASTER 000 pdf Linda Please see the attached documents pertaining to the certification of Cypress grove Townhomes SW8 070226 A hard copy of these documents will be hand delivered to your office this afternoon The permittee s certification will be forwarded to you once I receive it Michael C Gallant PE PO Box 4039 Surf City NC 28445 910 448 1046 www michaelgallantengineer com i Michael C Gallant PE PA Eng neer ng / Consult ng / Des gn NC F m C 1989 AL F m CA 4338 - E NC Reg No 25572 AL Reg No 32178 Storm Water Permitting September 9 2019 NCDENR DEMLR WAD 127 Cardinal Drive Wilmington NC28403 EGE0V E t Attn Georgette Scott SEP 2 0 2019 Re Cypress Grove Townhomes SW8 070226 Engineer's Certifications �Y Dear Georgette Please find the attached certification package for the above referenced project The package includes the designer s Certifications for both the SCM and the General MDC This package also includes a Record drawing showing the minor site revisions that vary from the approved plans These revisions are as follows 1 The inlet to the main pond from the forebay was moved to increase the distance between the proposed main pond and the adjacent wetland When the basin was initially staked for construction a site visit determined that the separation from the existing wetlands and grading in the area would possibly cause issues in the future The inlet of the basin was re staked and constructed per the Record Drawing Please note that this change actually increased the size of the main pond slightly providing increased capacity The dual piping between the forebay and the main pond was shifted slightly accordingly work The remaining elements of the project were installed within acceptable tolerances for such If you have any questions please feel free to call me at 910 448 1046 Sincerely V" Mike Gallant PE gall antmc@yahoo corn tel 910 448 1046 PO Box 4039 Surf City NC 28445 8 91 I NOTE: ALL BUILDINGS ARE TO BE GUTTERED WITH DOWNSPOUTS DIRECTED TO THE STORMDRAINS VIA DIRECT PIPING TO A PROPOSED CATCH BASIN OR BY YARD GRADING TO DIRECT FLOW TO THE STREETS. NOTE: THIS AREA WAS REDESIGNED TO MOVE THE BASIN FURTHER FROM THE WETLAND AREAS AFTER SITE CONSTRUCTION STAKING SHOWED IT TO POSSIBLY CAUSE ISSUES AT A LATER DATE. THE AREA SHOWN HERE INCREASES THE MAIN POND STORAGE SLIGHTLY WHEN COMPARED TO THE ORIGINAL PLAN. v 1 I i v- 1 � ,��5, LZ. It S , ,80'68Z � «�5�MM � — ._.._.._.._.._.._.._u_.. _.._.. _.. r.._..�r ........... ..r..r.._..r.._.._..r..r..r..r.._.._.._ur.._.._.._..ru_.._.•, `---_— ---�—P.-a.r..r..r..r..r..-..r..r.. r.. r.. r.. r.. r.. r..r.. r.. r..rur. ru_..rur.. r..l (� •. ��J �j•---•-----------------•-•_----•_100 � •_�' •�--------�. �Y/ W. _ �••� `� D �'ii" — r / 1! 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QID J td �:� 1 --50— + ) % '�'�••�• ---—R_O_AD_,C.�-1--------- -G----1--------i---------1-_ —ROAD--- w i L �r _ — — -- •1• p s' RIVATE ROW �b�PRIVATE ROW LID _.._.._.._.._.._. _................................. .._.._.._.._.. lix ICD 10d d0 oo+' 1 0'05 - p'3CIVd 0 Ij Ij 1 � c ' X-- X X X X X.00 Ij -NOTE: THIS AREA O DRAIN AREAR AND WAY FROM YARDS UILDINGS 9 \ \ (1 / i �' AND TO THE STREETS BY SHEET FLOW AS SHOWN ' \ \ 1 %I 1 / / WITH THE PROPOSED SPOT ELEVA-HONS-AND — 11 00+d / SHEET FLOW ARROWS. -_i..r..r..r.._..r.._..r..r.._.._. r..r..r..r..r. r.._.._..r.._.._..r. i 1 r.._.._..r.._........_..._.._...._.._.._.._.._..r.._.._..r.._..r..r.._..r.._..r..r..r..r.._.._.._..r..r..r..r..r..�.�r..r....r..r..r�.r.._.._..r.._.._.._.1 Ip401 '92'1 6 M «�Sa lZ•7t� N ji 1 ,6Z'809 aH�Sa lZ. Lt S ILL I 1 I r 29Z 6 L85 00 aUD1 -I APnf it U SV 5d 091 90 •ar `pad •-I 4JGIO u ii i o O 0&+ Lq I Oil 0 Q� t �� a rn:# w1w M `N I wo° N!ILL" II- I i W I w a I ' O 00 _ L) "-4 c 0) ��� c�r-0 I cQ0 a I'r) • ' z(D = (D N O 11 I �^ o 0 m OD d-11 1 C r� -' a cn ., 0 . 00 i� I o : ) I d •� , NOTE: �� 1 1. SEDIMENT AND RUNOFF FLOW SHALL BE DIRECTED TO THE TEMPORARY SKIMMER BASIN VIA THE CATCH BASINS. 2. ALL CATCH BASINS SHALL HAVE A 2 FT SUMP AND INLET PROTECTION. ! I cn I 3. FOR LOTS 1 AND 3 ALL RUNOFF SHALL BE COLLECTED AND DIRECTED TO THE COLLECTION SYSTEM WHEN THOSE LOTS ARE DEVELOPED. 4. COLLECTION NETWORK FOR LOTS 1 AND 3 WILL BE BY OTHERS. j h 5. UPON COMPLETION OF CONSTRUCTION ALL SUMPS SHALL HAVE ALL ACCUMULATED SEDIMENT REMOVED. i�0 6. SEE SHEET C4.4 FOR TEMPORARY DIVERSION DITCH INVERTS AND CROSS SECTIONS. ALL TEMPORARY DIVERSION DITCHES ARE TO BE LINED WITH EXCELSIOR MAT AND HAVE SIDE SLOPES OF 3:1. j i j i 9 �o 00+010dLd0---0 r C, 51 (S-]J2JVA H1aoilgnd) ZIS-Veod IRUVOd ----------- NOTE: NOTE STABILIZE ALL DISTURBED AREAS WITHIN 7 DAYS OF COMPLETION OF WORK OR DEVELOPMENT. PERMANENT GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CA LENDER DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT. UPON STABIUZATION OF ALL UPSTREAM AREAS ALL SEDIMENT SHALL BE REMOVED FORM THE NET DETENTION BASIN PRIOR TO BEING PUT INTO SERVICE AS A STORM"ATER BMP. �o Site Qo�o O C0 O JG' VICINITY MAP NOT TO SCALE LEGEND SYM, 3M.w BEARING AND DISTANCE.. PROPERTY BOUNDARY/ PROJECT BOUNDARY SPOT ELEVATION X47.6 EXISTING CONTOUR \ TEMPORARY ENTRANCE SED. FENCE/LIMITS OF DIST. - EDGE OF PAVEMENT CHECK DAM PROPOSE SS LINE PROPOSED SS MANHOLE FIRE HYDRANT PROPOSED WATER LINE BLOW OFF ASSEMBLY HOO GATE VALVE 8" CI GATE VALV SIDEWALK WATER SERVICE SS SEWER SERVICE «----� UNDERSTORY TREE CANOPY TREE LIGHT POLE 7 HC PARKING SPACE HC RAMP WITH DET, WARNING e PARKING BUMPER - INLET PROTECTION I ., ■1111111■1111■ ■ ■ SURVEY INFORMATION PROVIDED BY: Talbot Land Surveying, P.C. 170 Lafayette Street Wilmington, North Carolina 28411 Firm License C-2722 Phone: (910) 270-9824 � Li F-- N—) — O z 'QyLL. N czFW►o < ry U WoCO n z m ZQW W O � W > O 0 O �— � 0 U) Q UI LLJ JWaV W O Q. v> >- O Z�Q C %- N QW� U ~�W zZa W 111z Q J ti -:0 fA04• —j 0 ... � w w to N O Z O � Q U ��• LL O U � � Q) d- M O Z O � Q J Q)OIL op 0 M O Z W Q LO N O W IX Z W 00 1 U J Q O 00 O� 1 U LL 29Z 6 L85 00 aUD1 -I APnf it U SV 5d 091 90 •ar `pad •-I 4JGIO u ii i o O 0&+ Lq I Oil 0 Q� t �� a rn:# w1w M `N I wo° N!ILL" II- I i W I w a I ' O 00 _ L) "-4 c 0) ��� c�r-0 I cQ0 a I'r) • ' z(D = (D N O 11 I �^ o 0 m OD d-11 1 C r� -' a cn ., 0 . 00 i� I o : ) I d •� , NOTE: �� 1 1. SEDIMENT AND RUNOFF FLOW SHALL BE DIRECTED TO THE TEMPORARY SKIMMER BASIN VIA THE CATCH BASINS. 2. ALL CATCH BASINS SHALL HAVE A 2 FT SUMP AND INLET PROTECTION. ! I cn I 3. FOR LOTS 1 AND 3 ALL RUNOFF SHALL BE COLLECTED AND DIRECTED TO THE COLLECTION SYSTEM WHEN THOSE LOTS ARE DEVELOPED. 4. COLLECTION NETWORK FOR LOTS 1 AND 3 WILL BE BY OTHERS. j h 5. UPON COMPLETION OF CONSTRUCTION ALL SUMPS SHALL HAVE ALL ACCUMULATED SEDIMENT REMOVED. i�0 6. SEE SHEET C4.4 FOR TEMPORARY DIVERSION DITCH INVERTS AND CROSS SECTIONS. ALL TEMPORARY DIVERSION DITCHES ARE TO BE LINED WITH EXCELSIOR MAT AND HAVE SIDE SLOPES OF 3:1. j i j i 9 �o 00+010dLd0---0 r C, 51 (S-]J2JVA H1aoilgnd) ZIS-Veod IRUVOd ----------- NOTE: NOTE STABILIZE ALL DISTURBED AREAS WITHIN 7 DAYS OF COMPLETION OF WORK OR DEVELOPMENT. PERMANENT GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CA LENDER DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT. UPON STABIUZATION OF ALL UPSTREAM AREAS ALL SEDIMENT SHALL BE REMOVED FORM THE NET DETENTION BASIN PRIOR TO BEING PUT INTO SERVICE AS A STORM"ATER BMP. �o Site Qo�o O C0 O JG' VICINITY MAP NOT TO SCALE LEGEND SYM, 3M.w BEARING AND DISTANCE.. PROPERTY BOUNDARY/ PROJECT BOUNDARY SPOT ELEVATION X47.6 EXISTING CONTOUR \ TEMPORARY ENTRANCE SED. FENCE/LIMITS OF DIST. - EDGE OF PAVEMENT CHECK DAM PROPOSE SS LINE PROPOSED SS MANHOLE FIRE HYDRANT PROPOSED WATER LINE BLOW OFF ASSEMBLY HOO GATE VALVE 8" CI GATE VALV SIDEWALK WATER SERVICE SS SEWER SERVICE «----� UNDERSTORY TREE CANOPY TREE LIGHT POLE 7 HC PARKING SPACE HC RAMP WITH DET, WARNING e PARKING BUMPER - INLET PROTECTION I ., ■1111111■1111■ ■ ■ SURVEY INFORMATION PROVIDED BY: Talbot Land Surveying, P.C. 170 Lafayette Street Wilmington, North Carolina 28411 Firm License C-2722 Phone: (910) 270-9824 � Li F-- N—) — O z 'QyLL. N czFW►o < ry U WoCO n z m ZQW W O � W > O 0 O �— � 0 U) Q UI LLJ JWaV W O Q. v> >- O Z�Q C %- N QW� U ~�W zZa W 111z Q J ti -:0 fA04• —j 0 ... � w w to N O Z O � Q U ��• LL O U � � Q) d- M O Z O � Q J Q)OIL op 0 M O Z W Q LO N O W IX Z W 00 1 U J Q O 00 O� 1 U LL SIDE SLOPES OF 3:1. j i j i 9 �o 00+010dLd0---0 r C, 51 (S-]J2JVA H1aoilgnd) ZIS-Veod IRUVOd ----------- NOTE: NOTE STABILIZE ALL DISTURBED AREAS WITHIN 7 DAYS OF COMPLETION OF WORK OR DEVELOPMENT. PERMANENT GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CA LENDER DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT. UPON STABIUZATION OF ALL UPSTREAM AREAS ALL SEDIMENT SHALL BE REMOVED FORM THE NET DETENTION BASIN PRIOR TO BEING PUT INTO SERVICE AS A STORM"ATER BMP. �o Site Qo�o O C0 O JG' VICINITY MAP NOT TO SCALE LEGEND SYM, 3M.w BEARING AND DISTANCE.. PROPERTY BOUNDARY/ PROJECT BOUNDARY SPOT ELEVATION X47.6 EXISTING CONTOUR \ TEMPORARY ENTRANCE SED. FENCE/LIMITS OF DIST. - EDGE OF PAVEMENT CHECK DAM PROPOSE SS LINE PROPOSED SS MANHOLE FIRE HYDRANT PROPOSED WATER LINE BLOW OFF ASSEMBLY HOO GATE VALVE 8" CI GATE VALV SIDEWALK WATER SERVICE SS SEWER SERVICE «----� UNDERSTORY TREE CANOPY TREE LIGHT POLE 7 HC PARKING SPACE HC RAMP WITH DET, WARNING e PARKING BUMPER - INLET PROTECTION I ., ■1111111■1111■ ■ ■ SURVEY INFORMATION PROVIDED BY: Talbot Land Surveying, P.C. 170 Lafayette Street Wilmington, North Carolina 28411 Firm License C-2722 Phone: (910) 270-9824 � Li F-- N—) — O z 'QyLL. N czFW►o < ry U WoCO n z m ZQW W O � W > O 0 O �— � 0 U) Q UI LLJ JWaV W O Q. v> >- O Z�Q C %- N QW� U ~�W zZa W 111z Q J ti -:0 fA04• —j 0 ... � w w to N O Z O � Q U ��• LL O U � � Q) d- M O Z O � Q J Q)OIL op 0 M O Z W Q LO N O W IX Z W 00 1 U J Q O 00 O� 1 U LL I ., ■1111111■1111■ ■ ■ SURVEY INFORMATION PROVIDED BY: Talbot Land Surveying, P.C. 170 Lafayette Street Wilmington, North Carolina 28411 Firm License C-2722 Phone: (910) 270-9824 � Li F-- N—) — O z 'QyLL. N czFW►o < ry U WoCO n z m ZQW W O � W > O 0 O �— � 0 U) Q UI LLJ JWaV W O Q. v> >- O Z�Q C %- N QW� U ~�W zZa W 111z Q J ti -:0 fA04• —j 0 ... � w w to N O Z O � Q U ��• LL O U � � Q) d- M O Z O � Q J Q)OIL op 0 M O Z W Q LO N O W IX Z W 00 1 U J Q O 00 O� 1 U LL to N O Z O � Q U ��• LL O U � � Q) d- M O Z O � Q J Q)OIL op 0 M O Z W Q LO N O W IX Z W 00 1 U J Q O 00 O� 1 U LL